Characterization of Permanent Deformation Of Subgrade Soils Using Cyclic Loading

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Characterization of Permanent Deformation Of Subgrade Soils Using Cyclic Loading Test Nahla Y. Ahmad Ali A. Alwash Babylon University - Civil Engineering Anmar Faleh Degan Engineering Researcher Abstract Permanent deformation of subgrade soils is the accumulation of plastic deformation in soils due to continuous repeated loads from traffic loading. The main objective of this study is to investigate some of the factors that affect the permanent deformation of subgrade soils such as soil types, compaction moisture content, applied stress and dry density. Also, to formulate regression models which have been obtained to predict the permanent strain in subgrade soils as related to moisture content , time of loading, dry density and applied stress by using STATISTICA software. This research also established a test procedure to use cyclic load test to measure the permanent strain of subgrade soils. The permanent strains were monitored during 60 load cycles, and the accumulated permanent deformations were determined. The test procedure and test results conducted on two types of soils that cover an important geographical area of Iraq, A4 and A6 soils are presented. لاصة خ ل ا وه ش لت ا م ئ الدا رب لت ما ح ت تاس س لا ا و هُ م ك را ت وه ش لت ا لدن* ل ا. ي ف رب لت ا ت بس ب مال ح لا اِ رهّ ر ك ت م ل اِ ره م ت س م ل ا ة ج ت ا ت ل ا ن* م ركة ح* نH ور. ا ر م ل ا هدف ل ا. ي ت ئ ر ل ا ه هد ل الدراسة و ه. ري حU ت ل ا ول ح ض ع ب ل م وا لع ا. ي لت ا ت ب س ب وه ش لت ا م ئ الدا. ي ف رب ت ما ح ت تاس س لا ا ل ت م واع ن ا، ة رب لت ا ويU ت ح م ة وب ط ر ل ا، هاد جH لا ا سلط م ل ا ة اف ت لك وا. ة اف خ ل اq لك كد م ئ ة اغ. ت ص .لاب ي ود م و تy ن تل ل وه ش لت ا ي م ئ الدا. ي ف رب لت ا ة. ي ح ط س ل ا مد ت ع ب ي عل ويU ت ح م، ة وب ط ر ل ا ن* م ر ي.ط سل ب ل م ح ل ا ة اف ت لك ،ا ة اف خ ل ا هاد جH لا وا سلط م ل ا دام خ ت س ا ي* ج م ا ري ت(. STATISTICA )

description

Permanent deformation of subgrade soils is the accumulation of plastic deformation in soils due to continuous repeated loads from traffic loading. The main objective of this study is to investigate some of the factors that affect the permanent deformation of subgrade soils such as soil types, compaction moisture content, applied stress and dry density. Also, to formulate regression models which have been obtained to predict the permanent strain in subgrade soils as related to moisture content , time of loading, dry density and applied stress by using STATISTICA software.This research also established a test procedure to use cyclic load test to measure the permanent strain of subgrade soils. The permanent strains were monitored during 60 load cycles, and the accumulated permanent deformations were determined. The test procedure and test results conducted on two types of soils that cover an important geographical area of Iraq, A4 and A6 soils are presented.

Transcript of Characterization of Permanent Deformation Of Subgrade Soils Using Cyclic Loading

CHARACTERIZATION OF PERMANENT DEFORMATION OF SUBGRADE SOILS USING CYCLIC LOADING TEST

Characterization of Permanent Deformation Of Subgrade Soils Using Cyclic Loading Test Nahla Y. Ahmad

Ali A. Alwash

Babylon University - Civil Engineering

Anmar Faleh DeganEngineering Researcher

Abstract

Permanent deformation of subgrade soils is the accumulation of plastic deformation in soils due to continuous repeated loads from traffic loading. The main objective of this study is to investigate some of the factors that affect the permanent deformation of subgrade soils such as soil types, compaction moisture content, applied stress and dry density. Also, to formulate regression models which have been obtained to predict the permanent strain in subgrade soils as related to moisture content , time of loading, dry density and applied stress by using STATISTICA software.

This research also established a test procedure to use cyclic load test to measure the permanent strain of subgrade soils. The permanent strains were monitored during 60 load cycles, and the accumulated permanent deformations were determined. The test procedure and test results conducted on two types of soils that cover an important geographical area of Iraq, A4 and A6 soils are presented. . . .(STATISTICA) " . 60 . ((A4 ((A6.

Introduction

The major function of subgrade soils is to provide support to pavement structures. Under heavy traffic loads, subgrade soils may deform and contribute to distress in the overlying pavement structure. In asphalt pavement, this distress normally takes the form of cracking and rutting. It has been well documented that the subgrade soils plays a critical role in the initiation and propagation of permanent deformation of pavement structures and directly influences the pavement performance [Huang, 1993].The subgrade soils, in particular the weak soft subgrades, contribute a significant portion (above 40 %) of the total pavement rutting [Majidzadeh, et al. 1978]. . All pavement layers contribute to the permanent deformation of the pavement structure. Yet, subgrade does not attract as much attention as do the asphalt surface and granular base. The last are man-made products in some sense and their properties are relatively well known and have been extensively studied for several decades. Actually, with the implementation of (super level I mixture design method), the rutting of asphalt concrete can be minimized through the proper selection of materials. As a result, subgrade becomes a weak point in the pavement structure [Elliott, et al. 1998].

Research Objectives1. Investigate the main factors related to the permanent deformation of two Iraqi subgrade soils including the compaction moisture content, applied stress, dry density and some soil types.

2. Develop models for the permanent deformation prediction of two kinds of local subgrade soils. Also, Presenting a procedure for the prediction of the permanent deformation of some subgrade soils.

Sampling

The subgrade soil samples that are used in this research were collected from two sites that cover an important geographical area of Iraq. The first subgrade soil sample was taken from the north shoulder of Kerbala-Hilla roadway near new Kerbala university, while the second sample was taken from Al-jadrreya in Baghdad near university of Baghdad .Cyclic Loading TestDue to the limitation of the available testing equipments, the possible local method which could be used to characterize the subgrade soils permanent deformation is the uniaxial cyclic load compression test. The consolidation apparatus for soils manufactured by (Geonor, Oslo - Norway) is employed to perform this test. The tests were performed on cylindrical specimens, 50.8 mm ( 2 in) in diameter and 101.6 mm ( 4 in) in height, giving a height to diameter ratio of (2) [ Puppala, et. al., 1999]. Three stresses are used for the cyclic load tests : 28 KPa, 42 KPa and 63 KPa.

Mechanism of Permanent deformation

When a shear stress is sustained on a soil specimen the stress will be carried in the first place by the non-rigid clay matrix which exhibits translations and rotations of the particles. As a result the load will be transferred to the more rigid contacts causing significant decrease in creep rates. Important changes in the structure happen during this stage, the number and size of voids are reduced, fabric defects partially closed, spacing between clay size particles decreases. As a result the structure grows stronger leading to a stable equilibrium. After this stage, the soil structure is behaving macroscopically as a viscous material with a viscosity which increases with time due to a stiffening of the contact bonds [Waker, 1969] as cited by [Kemmonr, 1986].

At low and moderate stress levels, the deformational energy stored in the specimen during the loading process is of a small order, and dissipated within a short period of time. Under high stress levels, the specimen exhibits greater primary and secondary creep. The stresses will be so high that microcracks of different orientation are liable to develop, old fissures grow and new ones appear. As a result, the specimen undergoes accelerating creep at a considerable rate leading to failure [Pusch & Felthan, 1980].

Fabrication of Specimens1. MixingThe soils were mixed with the desired amount of water to control the moisture content and dry density. This means that the compacted soil specimens were prepared at a various moisture content to simulate the range of moisture expected in the subgrade within a pavement.

2. CompactionAt first, the standard Proctor compaction tests were conducted on the two soil types. These tests yielded dry unit weight versus moisture content relationships. The results of the standard Proctor compaction test used to establish a various moisture content and dry unit weight levels at which soil samples prepared and tested with the cyclic load tests.

A special split of three pieces of steel mold with ( 50.8 mm ) in diameter and (101.6 mm) in height was designed.

The strain (p) is calculated by applying the following equation:

p = pd / h Where:

p = axial strain (mm/mm)

Pd = axial deformation (mm)

h = specimen height (mm)

In order to investigate the effects of moisture content on the accumulation of permanent deformation , specimens were fabricated at six different moisture contents corresponding to 90% , 100% , 105% , 110% , 115% and 120% of optimum moisture content to simulate the field conditions of pavement subgrades.

Specimens with the same moisture content and dry density were subjected to various levels of axial stress (28 KPa, 42 KPa and 63 KPa) to explore the role of stresses in the development of subgrade deformation. The effect of limited variation in density on deformation behavior was also investigated where the specimens are compacted in different degree of dry density to investigate the effects of dry density on a permanent deformation.

Classification TestsThe results of Atterberg limits tests conducted on fractions passing sieve No. 40 indicate that the Kerbala-Hilla roadway soil samples are Low plastic soils while Al-jadrreya soil samples are Medium plastic soils. the soil specimens can be classified according to the unified soil classification system (u.s.c.s) as (clayey silt soil) for both Kerbala-Hilla roadway soil sample and Al-jadrreya soil sample. While the AASHTO classification indicates that Kerbala-Hilla roadway soil sample is (A4) soil and Al-jadrreya soil sample is (A6) soil. The physical properties of the two soils are summarized in Table (1).Table (1) Summary of Soil Properties

SoilKerbala-HillaAl-jadrreya

SamplingKerbala-Hilla RoadwayAl-jadrreya - Baghdad

LocationNear New University of KerbalaNear University of Baghdad

LL30.735.5

PL23.624.25

PI7.111.25

Water Content (%)2620

Specific Gravity2.692.73

Optimum Moisture Content (%)18.2520

Maximum Dry Density (gm/cm3 )1.751.71

% of Fines88.493.6

AASHTO ClassificationA4A6

Unified ClassificationClayey Silt SoilClayey Silt Soil

Test Results and Discussion

Permanent deformation of subgrade soils is characterized by a rapid increase in deformation during the first cycle, followed by gradual stabilization. The amount of deformation depends on the characteristics of the material and the applied load.

Effect of Moisture Content on Permanent Deformationthe permanent strain is plotted against the time of loading for all degrees of the moisture content under several levels of stress (28 KPa), (42 KPa) and (63 KPa).Cyclic load testing results for Kerbala-Hilla roadway soil (A4 soil), are presented in Figures (1) to (3). Figure (1) illustrates test results with moisture contents corresponding to (90%, 100%, 105%, 110%, 115%, and 120%) of optimum moisture content and dry densities corresponding to 95% of maximum dry density with stress of 28 KPa. In this Figure it can be seen that when moisture content increases from 90% to 110% of optimum, the permanent strain increases by 270%.

While cyclic load testing results for Al-jadrreya soil (A6 soil), are presented in Figure (4) to (6). Figure (4) illustrates test results with moisture contents corresponding to (90%, 100%, 105%, 110%, 115%, and 120%) of optimum moisture content and dry densities corresponding to 95% of maximum dry density with stress of 28 KPa. In this Figure it can be seen that when moisture content increases from 90% to 110% of optimum, the permanent strain increases by 220%.

Figure (1) Effect of Moisture Content on the Relationship between Loading Time and Accumulated Permanent Strain (A4 soil, stress: 28 KPa)Figure (2) Effect of Moisture Content on the Relationship between Loading Time and Accumulated Permanent Strain (A4 soil, stress: 42 KPa)

Figure (3) Effect of Moisture Content on the Relationship between Loading Time and Accumulated Permanent Strain (A4 soil, stress: 63 KPa)Figure (4) Effect of Moisture Content on the Relationship between Loading Time and Accumulated Permanent Strain (A6 soil, stress: 28 KPa)

Figure (5) Effect of Moisture Content on the Relationship between Loading Time and Accumulated Permanent Strain (A6 soil, stress: 42 KPa)Figure (6) Effect of Moisture Content on the Relationship between Loading Time and Accumulated Permanent Strain (A6 soil, stress: 63KPa)

Effect of Stress on Permanent Deformation

Specimens with the same moisture content and dry density were subjected to various levels of stresses to explore the role of stress in the development of subgrade deformation.

Figure (7) shows the accumulated permanent strain of A4 soil at 90% of the optimum moisture content at different stages of loading procedure for three levels of applied stress (28 KPa), (42 KPa) and (63 KPa). it can be seen that when the applied stresses increased from 28 KPa to 63 KPa, the permanent strain increased (81%) for soil A4, while in Figure (8), when the applied stresses increase from 28 KPa to 63 KPa, the permanent strain increased (100%), for soil A6.

it can be seen that at a lower applied stress there is a gradual stabilization, while at a higher applied stress, a rapid increase in strain is observed for both soils used in this research, indicating possibility of rutting accumulation over time.

Figure (7) Effect of Stress on the Relationship between Loading Time and Accumulated Permanent Strain (A4 soil, Moisture Content 90%)Figure (8) Effect of Stress on the Relationship between Loading Time and Accumulated Permanent Strain (A6 soil, Moisture Content 90%)

Effect of Dry Density on Permanent DeformationFigure (9) demonstrates the effect of the dry density on the accumulation of the permanent deformation for soil A4. Specimens are fabricated to moisture content at 100% of the optimum moisture content and the dry density increased from 93% to 96.6% of maximum with applied stress of 42 KPa, it can be seen that the permanent strain is decreased by 34%.

The effect of dry density on the accumulation of the permanent deformation for soil A6 is presented in Figure (10). Specimens are fabricated to moisture content at 100% of the optimum moisture content and the dry density increased from 94% to 96.4% of maximum with applied stress of 42 KPa, it can be seen that the permanent strain is decreased by 17%.

Figure (9) Effect of Dry Density on the Relationship between Loading Time and Accumulated Permanent Strain (A4 soil, Stress: 42 KPa)

Figure (10) Effect of Dry Density on the Relationship between Loading Time and Accumulated Permanent Strain (A6 soil, Stress: 42 KPa

Effect of Soil Type on Permanent DeformationFrom Figures (1), (2), (3) and Figures (4), (5), (6), it can be observed that soil A4 has more resistance to the permanent deformation than soil A6, specially for the moisture content near to the optimum with all degree of stresses. But when the moisture content increased up to more than 110% of the optimum moisture content, the permanent deformation of the two soils was approximately convergent.

By a simple comparison between the permanent deformation of the two soils (A4 and A6) for the Figures (1) and (4) with moisture content 100% and 28 KPa applied stress, it can be seen that soil A6 showed more permanent deformation than soil A4, (about 66%).

it can be observed that soil A4 has more resistance to the permanent deformation than soil A6, specially for the moisture content near to the optimum with all degree of stresses. But when the moisture content increased up to more than 110% of the optimum moisture content, the permanent deformation of the two soils was approximately convergent.General Trend of Deformation BehaviorIt can be seen that the permanent deformation under the first load application for the two subgrade soils (A4 and A6) constituted between (27.5% to 50%) of the total permanent deformation for all tests that was accumulated after 60 cycles. Table (2) and (3) indicate that the accumulated permanent strain expressed as a percent of the total permanent strain during the first, tenth, twenty five and fifty cycles for soil A4 and for soil A6 with the moisture content of 105% of the optimum moisture content and applied stresses of 28 KPa, 42 KPa and 63 KPa with dry density 95% of maximum dry density.

Table (2) Accumulation of Permanent Strain at Various Load Cycles Expressed as a Percentage of Deformation at 60 Cycles for A4 Soil (MC=105% of OMC, DD =95% of MDD)

Stress (KPa)1st10th25th50th

2835.861.677.294

4237.264.881.495.4

6347.569.782.595.5

Table (3) Accumulation of Permanent Strain at Various Load Cycles Expressed as a Percentage of Deformation at 60 Cycles for A6 Soil (MC=105% of OMC, DD= 95% of MDD)

Stress (KPa)1st10th25th50th

28314865.791.6

4237.860.376.595

6343.264.878.894.4

Statistical ModelBy using STATISTICA software, these variables will be obtained and determined simultaneously under each moisture content using nonlinear regression analysis on the obtained tests results.

Statistical Analysis

In a statistical modeling the overall objective is to develop a predictive equation relating a criterion variable to predictor variables. The criterion variable is the permanent strain while the predictor variables include the test conditions (stress level), and some of the soil properties (dry density, moisture content) and soil types. Model Adequacy Assessment

There are two approaches generally used to assess the adequacy of the proposed regression models, the first one is based on the examining goodness of fit measures, where the second approach is based on the graphical analysis of the residuals, (also called diagnostic plots) [Albayati, 2006].

Prediction Models for Permanent StrainThe adopted models structure and the terms included in these models are shown in Table (4), while in Table (5), (7) and (9) the statistical summary of these models are presented. Also Tables (6), (8) and (10) shows the nonlinear analysis for the soils.Table (4) General Models Structure for the Permanent Strain

Criterion VariableModel StructureModel No.

pCo [(T DD MC ST) C1]1

pCo + (TC1) + (STC2) + (MCC3) + (DDC4)2

pCo + C1T + C2ST + C3MC + C4DD3

pCo [(TC1) (STC2) (MCC3) (DDC4)]4

Where:

p= accumulated permanent strain (mm/mm)

T= time of loading (second)

DD= dry density (gm/cm3) as a percentage of maximum dry density

ST= applied stress (KPa)

MC= moisture content (%) as a percentage of optimum moisture content

Table (5) Statistical Summary for Permanent Strain Models for Soil A4

Loss FunctionFinal LossRVariance Explained (R2)Model No.

(OBS-PRED)**20.0249909030.166102.7589%1

(OBS-PRED)**20.0094370040.7954963.280%2

(OBS-PRED)**20.0086161090.8153266.474%3

(OBS-PRED)**20.0016224740.9679293.687%4

Table (6) Nonlinear Analysis for Soil A4

Model: p = Co*((T**C1)*(ST**C2)*(MC**C3)*(DD**C4))

Final loss = 0. 001622474Sta. Nonlin. Estimation

C4 C3 C2C1C0N = 1020

-15.50248714.856185 0.817165 0.1458780.000250Estimate

Where:

N = numbers of valid cases

According to Tables (5) and (6), the final form of proposed model for soil A4 is:

p = 2.5*10-4 (T 0.145878) (ST 0.817165) (MC 14.856185) (DD -15.502487) ..(1-1)

In this model the numbers of valid cases (N) are (1020) which represent a large number of data in order to give the model high accuracy.

it can be seen from Figure (11) that the residuals in the first plot are normally distributed, and the second plot yields points close to the (45) line, then the proposed regression function gives an accurate prediction of the values that are actually observed.

Figure (11) Diagnostic Plot for Permanent Strain (Model No.4) Soil A4Table (7) Statistical Summary for Permanent Strain Models for Soil A6

Loss FunctionFinal LossRVariance Explained (R2)Model No.

(OBS-PRED)**20.01570.36213.118%1

(OBS-PRED)**20.00430.87276.124%2

(OBS-PRED)**20.00380.88678.663%3

(OBS-PRED)**20.001090.96993.986%4

Table (8) Nonlinear Analysis for Soil A6

Model: p = Co*((T**C1)*(ST**C2)*(MC**C3)*(DD**C4))

Final loss: 0.001092820Sta. Nonlin. Estimation

C4 C3 C2C1C0N = 1020

-9.143378.615739 0.676856 0.215700.000475Estimate

According to tables (7) and (8), the final form of proposed model for A6 soil is:

p = 4.75*10-4 (T 0.21570) (ST 0.676856) (MC 8.615739) (DD -9.14337) ..(1-2)

As in equation (1-1), In this model the numbers of valid cases (N) are (1020) which represent a large number of data in order to give the model high accuracy. Figure (12) provides the comparisons between predicted versus measured plastic strain, shows that good correlations are obtained, which indicate that the present formulation has adequately represented the plastic strain response of soil tested under the cyclic loading test.

Figure (12) Diagnostic Plot for Permanent Strain (Model No.4) Soil A6

Equation (4-3) represents a model for both soils (A4 and A6) where the results of both soils were collected and dealing in the statistica software with (2040) number of valid cases which represent a large number of data in order to represent the two soils in one model. Also it can be seen from Figure (13) that the residuals in the first plot are normally distributed, and the second plot yields points close to the (45) line, then the proposed regression function gives an accurate prediction of the values that are actually observed.

Table (9) Statistical Summary for Permanent Strain Models for Soil A6 and A4

Loss FunctionFinal LossRVariance Explained (R2)Model No.

(OBS-PRED)**20.0419758410.251406.3200%1

(OBS-PRED)**20.0152828340.8117465.892%2

(OBS-PRED)**20.0140152370.8289868.721%3

(OBS-PRED)**20.0050203260.9423288.796%4

Table (10) Nonlinear Analysis for Soil A6 and A4

Model: p = Co*((T**C1)*(ST**C2)*(MC**C3)*(DD**C4))

Final loss: 0.005020326Sta. Nonlin. Estimation

C4 C3C2C1C0N = 2040

-8.8354611.19941 0.701858 0.1815957*10-10Estimate

According to tables (9) and (10), the final form of proposed model for both A4 and A6 soils is:

p = 7*10-10 (T 0.181595) (ST 0.701858) (MC 11.19941) (DD --8.83546) ...(1-3)

Figure (13) Diagnostic Plot for Permanent Strain (Model No.4) Soil A6 and A4

Conclusions Within the limitations of materials and testing program adopted in this work, the followings are concluded:

1) The moisture content has a significant effect on the permanent strain for A4 and A6 soils. The increase of the moisture content from 90% to 110%, has increased the permanent strain by 270% for A4 soil and by 220% for A6 soil. Therefore, with the increase of the moisture content a considerable increase in the permanent strain is highly expected.

2) The applied stress showed a considerable influence on the permanent strain values, specially on the first cycle of loading, where the increase of stresses from 28 KPa to 63 KPa, has increased the permanent strain by (81%) for A4 soil and by (100%) for A6 soil. Therefore, High permanent strain was recorded when soils were subjected to high stresses.

3) The permanent strain results for soils A4 and A6 compacted at wet of optimum moisture content condition was higher than those compacted at dry of optimum moisture content. 4) The permanent strain results showed that A4 soil at the optimum moisture content exhibited lower plastic deformation (about 105%) compared with A6 soil for all degrees of stresses.

5) At the optimum moisture content, the permanent strain has been increased by 25% for soil A4 and by 69.7% for soil A6 for an increase in the applied stresses from 28 KPa to 63 KPa.

6) The effect of limited variation in dry density on deformation behavior produces a slight increase in the permanent strain for both soils.References

Albayati, A. H. K., (2006). "Permanent Deformation Prediction of Asphalt Concrete Under Repeated Loading", Ph. D. Thesis, University of Baghdad.

Elliott, R. P. Dennis, N. D. and Qiu, Y., (January 1998). "Permanent Deformation of Subgrade Soils (Phase I: A Test Protocol)", MBTC FR 1069, Department of Civil Engineering, University of Arkansas.

Huang, Y. H. (1993). "Pavement Analysis and Design", 1st Edition, Prentice Hall, Englewood Cliffs, New Jersey, USA.

Kemmonr, A.A., (January, 1986). "Study of Creep and Effect of Strain Rate on the Strength and Deformation of Compacted Soil-Cement Samples", M. Sc. Thesis, University of Baghdad.

Majidzadeh, K., Bayomy, F., and Khedr, S. (1978). "Rutting Evaluation of Subgrade Soils in Ohio", Transp. Res. Rec. No. 671, Transportation Research Board National Research Council, Washington, D.C.

Puppala A. J., Mohammad, L. N, and Allen A., (1999). "Permanent Deformation Characterization of Subgrade Soils from RLT Test", Journal of Materials in Civil Engineering", Vol. 11, No. 4, pp. 274-282.Pusch, R. and Feltham, P. (1980)."A stochastic model of the Creep of Soils", Geotechnique, Vol. 30, No.4, pp. 497-506.

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0.00133858270.00228346460.00389763780.0050688980.00914370080.0200984252

0.00134842520.00228346460.00392716540.0050984250.00919291340.0201377953

0.00135826770.00228346460.00394685040.005118110.00923228350.0201771654

0.00136811020.00230314960.0039763780.0051476380.00927165350.0202165354

0.00138779530.00231299210.00400590550.0051771650.00931102360.0202362205

0.00139763780.00232283460.00403543310.0052066930.00935039370.0202755906

0.00139763780.00234251970.00405511810.0052263780.00937007870.0203149606

0.00140748030.00236220470.00407480310.0052460630.00942913390.0203543307

0.00142716540.00236220470.00409448820.0052657480.00946850390.0203740157

0.00142716540.00236220470.00411417320.0052854330.0094881890.0204133858

0.00143700790.00236220470.00414370080.0053149610.00954724410.0204527559

0.00144685040.00238188980.00417322830.0053444880.00958661420.0204724409

0.00144685040.00239173230.00419291340.0053641730.00962598430.020511811

0.00145669290.00241141730.00423228350.0054035430.00966535430.0205511811

0.00146653540.00241141730.00425196850.0054232280.00970472440.0205708661

0.0014763780.00242125980.00429133860.0054625980.00972440940.0206102362

0.0014763780.00244094490.00431102360.0054822830.00976377950.0206496063

MC= 90% of OMC

MC= 100% of OMC

MC= 105% of OMC

MC= 110% of OMC

MC= 115% of OMC

MC= 120% of OMC

Time (second)

Accumulated Permanent Strain (mm/mm)

1

0000000

600.00071850390.00114173230.00154527560.0023622050.00391732280.012007874

1200.00080708660.00134842520.00182086610.0027657480.00462598430.0139566929

1800.00084645670.0014763780.00196850390.0030216540.00505905510.015

2400.00087598430.00152559060.00210629920.0032775590.00539370080.0157086614

3000.00090551180.00159448820.00224409450.0034153540.00562992130.0160826772

3600.00090551180.00164370080.00235236220.0035236220.00585629920.016515748

4200.00093503940.00167322830.00245078740.0036220470.00604330710.0168307087

4800.00094488190.00172244090.00253937010.003710630.00622047240.0171062992

5400.00096456690.00175196850.00259842520.0037696850.00639763780.0173228346

6000.0009842520.00178149610.00265748030.003828740.00655511810.0174409449

6600.0009842520.00183070870.00271653540.0038877950.00671259840.0176377953

7200.00099409450.00184055120.0027657480.0039370080.00685039370.0177952756

7800.0010039370.00187007870.00281496060.003986220.00693897640.0179330709

8400.0010039370.00187992130.00287401570.0040452760.00704724410.0180511811

9000.0010236220.00191929130.00291338580.0040846460.00714566930.0181889764

9600.0010236220.00194881890.00297244090.0041437010.00722440940.0183267717

10200.00103346460.00195866140.0030118110.0041830710.00732283460.0184251969

10800.00105314960.00197834650.00307086610.0042421260.00740157480.0185433071

11400.00106299210.00197834650.00311023620.0042814960.0075196850.0186811024

12000.00107283460.0020078740.00314960630.0043208660.00759842520.0187598425

12600.00109251970.00202755910.00318897640.0043602360.00769685040.0188385827

13200.00109251970.00204724410.00322834650.0043996060.00777559060.0189370079

13800.00110236220.00204724410.0032578740.0044291340.00787401570.018976378

14400.00112204720.00205708660.00328740160.0044586610.00791338580.019015748

15000.00113188980.00206692910.00332677170.0044980310.0080118110.0191338583

15600.00114173230.00209645670.00336614170.0045374020.00807086610.0191929134

16200.00116141730.00209645670.00340551180.0045767720.00812992130.0192716535

16800.00116141730.00210629920.00343503940.0046062990.00820866140.0193307087

17400.00117125980.00212598430.00346456690.0046358270.00824803150.0193897638

18000.00118110240.00214566930.0035039370.0046751970.00832677170.0194685039

18600.00119094490.00215551180.00354330710.0047145670.00840551180.0195275591

19200.00120078740.00215551180.00356299210.0047342520.00845472440.0196062992

19800.00121062990.00215551180.00360236220.0047736220.0085236220.0196653543

20400.0012303150.00217519690.00362204720.0047933070.00858267720.0197047244

21000.00124015750.00218503940.00365157480.0048228350.00866141730.0197047244

21600.001250.00221456690.00368110240.0048523620.00872047240.0198228346

22200.001250.0022342520.00372047240.0048917320.00877952760.0198425197

22800.00125984250.00224409450.00374015750.0049114170.00885826770.0198818898

23400.0012696850.00224409450.00375984250.0049311020.00889763780.0199212598

24000.00127952760.0022539370.00378937010.004960630.00895669290.019980315

24600.00129921260.0022539370.00380905510.0049803150.0089960630.020019685

25200.00130905510.0022539370.00384842520.0050196850.00905511810.0200393701

25800.00132874020.00226377950.00387795280.0050492130.00909448820.0200787402

26400.00133858270.00228346460.00389763780.0050688980.00914370080.0200984252

27000.00134842520.00228346460.00392716540.0050984250.00919291340.0201377953

27600.00135826770.00228346460.00394685040.005118110.00923228350.0201771654

28200.00136811020.00230314960.0039763780.0051476380.00927165350.0202165354

28800.00138779530.00231299210.00400590550.0051771650.00931102360.0202362205

29400.00139763780.00232283460.00403543310.0052066930.00935039370.0202755906

30000.00139763780.00234251970.00405511810.0052263780.00937007870.0203149606

30600.00140748030.00236220470.00407480310.0052460630.00942913390.0203543307

31200.00142716540.00236220470.00409448820.0052657480.00946850390.0203740157

31800.00142716540.00236220470.00411417320.0052854330.0094881890.0204133858

32400.00143700790.00236220470.00414370080.0053149610.00954724410.0204527559

33000.00144685040.00238188980.00417322830.0053444880.00958661420.0204724409

33600.00144685040.00239173230.00419291340.0053641730.00962598430.020511811

34200.00145669290.00241141730.00423228350.0054035430.00966535430.0205511811

34800.00146653540.00241141730.00425196850.0054232280.00970472440.0205708661

35400.0014763780.00242125980.00429133860.0054625980.00972440940.0206102362

36000.0014763780.00244094490.00431102360.0054822830.00976377950.0206496063

2

3

_1248112003.bin

_1248111038.bin

_1246917113.xls1

00000

0.00135826770.00218503940.00267716540.00391732280.0085629921

0.00155511810.00253937010.00318897640.00452755910.0098818898

0.00169291340.00275590550.00339566930.00503937010.0107283465

0.00178149610.00291338580.00356299210.00539370080.0113188976

0.00187992130.0030118110.00372047240.00568897640.0117519685

0.00192913390.00312992130.00385826770.00594488190.0120866142

0.0019881890.00324803150.0039763780.00616141730.0124015748

0.00204724410.00330708660.00407480310.00635826770.0126968504

0.00206692910.00340551180.00417322830.0064960630.0129527559

0.00214566930.00346456690.00427165350.00661417320.0131889764

0.00220472440.00356299210.00437007870.00675196850.0134055118

0.00222440940.00362204720.00446850390.00687007870.0136023622

0.00228346460.00368110240.00456692910.00696850390.0137598425

0.00232283460.00377952760.00463582680.00712598430.0139173228

0.00237204720.00383858270.00472440940.00728346460.0140944882

0.00240157480.00395669290.00479330710.00742125980.0142519685

0.00243110240.0040157480.00486220470.0075196850.0143897638

0.0024803150.00409448820.00494094490.00765748030.0145472441

0.00246062990.00413385830.00500984250.00775590550.0147047244

0.00255905510.00419291340.00507874020.00785433070.0148228346

0.00257874020.0042618110.00514763780.00795275590.0149409449

0.00263779530.00430118110.00520669290.00807086610.0150393701

0.00265748030.00438976380.00527559060.00816929130.0151574803

0.00270669290.00444881890.00533464570.00824803150.0152559055

0.00273622050.0044881890.00541338580.00832677170.0153543307

0.0027657480.00456692910.00545275590.00838582680.0154527559

0.00281496060.00460629920.00553149610.00846456690.0155511811

0.00285433070.00466535430.00557086610.0085236220.0156496063

0.00287401570.00474409450.00562992130.00858267720.0157480315

0.00291338580.00476377950.00568897640.00864173230.0158661417

0.00291338580.00481299210.00574803150.00870078740.0159645669

0.00297244090.00490157480.00579724410.00874015750.0160433071

0.00300196850.00494094490.00585629920.00879921260.0161417323

0.00302165350.0049803150.00590551180.00885826770.0162401575

0.00305118110.00503937010.00594488190.00891732280.0163582677

0.00307086610.00507874020.00601377950.0089763780.0164566929

0.00310039370.00511811020.00606299210.0090157480.0165551181

0.00312007870.00515748030.00611220470.00905511810.0166732283

0.00314960630.00521653540.00617125980.00911417320.0167716535

0.00317913390.00527559060.00622047240.00917322830.0168700787

0.00321850390.00531496060.00627952760.00923228350.016988189

0.0032578740.00535433070.00631889760.00931102360.0170866142

0.00327755910.00541338580.00638779530.00937007870.0171850394

0.00330708660.00545275590.00644685040.00942913390.0172637795

0.00332677170.0054921260.00648622050.00946850390.0173425197

0.00334645670.00553149610.00655511810.00952755910.0174015748

0.00337598430.00557086610.00659448820.00957677170.0174409449

0.00339566930.00561023620.00663385830.00959645670.017519685

0.00341535430.00564960630.00668307090.00963582680.0176181102

0.00343503940.00568897640.00672244090.00967519690.0177165354

0.00345472440.00572834650.0067618110.0097342520.0177755906

0.00346456690.00576771650.00680118110.00979330710.0178543307

0.0034842520.00580708660.00684055120.00984251970.0179527559

0.00349409450.00582677170.00687007870.00988188980.0180314961

0.00351377950.00586614170.00690944880.00994094490.0181299213

0.00353346460.00590551180.00694881890.010.0182086614

0.00354330710.00592519690.00697834650.01003937010.0182874016

0.00356299210.00596456690.00701771650.01007874020.0183661417

0.00357283460.0060039370.00705708660.01013779530.0184251969

0.00359251970.00604330710.00707677170.01017716540.018484252

MC=90% of OMC

MC=100% of OMC

MC=105% of OMC

MC=110% of OMC

MC=115% of OMC

Time(sec)

Accumulated Permanent Strain (mm/mm)

1

000000

600.00135826770.00218503940.00267716540.00391732280.0085629921

1200.00155511810.00253937010.00318897640.00452755910.0098818898

1800.00169291340.00275590550.00339566930.00503937010.0107283465

2400.00178149610.00291338580.00356299210.00539370080.0113188976

3000.00187992130.0030118110.00372047240.00568897640.0117519685

3600.00192913390.00312992130.00385826770.00594488190.0120866142

4200.0019881890.00324803150.0039763780.00616141730.0124015748

4800.00204724410.00330708660.00407480310.00635826770.0126968504

5400.00206692910.00340551180.00417322830.0064960630.0129527559

6000.00214566930.00346456690.00427165350.00661417320.0131889764

6600.00220472440.00356299210.00437007870.00675196850.0134055118

7200.00222440940.00362204720.00446850390.00687007870.0136023622

7800.00228346460.00368110240.00456692910.00696850390.0137598425

8400.00232283460.00377952760.00463582680.00712598430.0139173228

9000.00237204720.00383858270.00472440940.00728346460.0140944882

9600.00240157480.00395669290.00479330710.00742125980.0142519685

10200.00243110240.0040157480.00486220470.0075196850.0143897638

10800.0024803150.00409448820.00494094490.00765748030.0145472441

11400.00246062990.00413385830.00500984250.00775590550.0147047244

12000.00255905510.00419291340.00507874020.00785433070.0148228346

12600.00257874020.0042618110.00514763780.00795275590.0149409449

13200.00263779530.00430118110.00520669290.00807086610.0150393701

13800.00265748030.00438976380.00527559060.00816929130.0151574803

14400.00270669290.00444881890.00533464570.00824803150.0152559055

15000.00273622050.0044881890.00541338580.00832677170.0153543307

15600.0027657480.00456692910.00545275590.00838582680.0154527559

16200.00281496060.00460629920.00553149610.00846456690.0155511811

16800.00285433070.00466535430.00557086610.0085236220.0156496063

17400.00287401570.00474409450.00562992130.00858267720.0157480315

18000.00291338580.00476377950.00568897640.00864173230.0158661417

18600.00291338580.00481299210.00574803150.00870078740.0159645669

19200.00297244090.00490157480.00579724410.00874015750.0160433071

19800.00300196850.00494094490.00585629920.00879921260.0161417323

20400.00302165350.0049803150.00590551180.00885826770.0162401575

21000.00305118110.00503937010.00594488190.00891732280.0163582677

21600.00307086610.00507874020.00601377950.0089763780.0164566929

22200.00310039370.00511811020.00606299210.0090157480.0165551181

22800.00312007870.00515748030.00611220470.00905511810.0166732283

23400.00314960630.00521653540.00617125980.00911417320.0167716535

24000.00317913390.00527559060.00622047240.00917322830.0168700787

24600.00321850390.00531496060.00627952760.00923228350.016988189

25200.0032578740.00535433070.00631889760.00931102360.0170866142

25800.00327755910.00541338580.00638779530.00937007870.0171850394

26400.00330708660.00545275590.00644685040.00942913390.0172637795

27000.00332677170.0054921260.00648622050.00946850390.0173425197

27600.00334645670.00553149610.00655511810.00952755910.0174015748

28200.00337598430.00557086610.00659448820.00957677170.0174409449

28800.00339566930.00561023620.00663385830.00959645670.017519685

29400.00341535430.00564960630.00668307090.00963582680.0176181102

30000.00343503940.00568897640.00672244090.00967519690.0177165354

30600.00345472440.00572834650.0067618110.0097342520.0177755906

31200.00346456690.00576771650.00680118110.00979330710.0178543307

31800.0034842520.00580708660.00684055120.00984251970.0179527559

32400.00349409450.00582677170.00687007870.00988188980.0180314961

33000.00351377950.00586614170.00690944880.00994094490.0181299213

33600.00353346460.00590551180.00694881890.010.0182086614

34200.00354330710.00592519690.00697834650.01003937010.0182874016

34800.00356299210.00596456690.00701771650.01007874020.0183661417

35400.00357283460.0060039370.00705708660.01013779530.0184251969

36000.00359251970.00604330710.00707677170.01017716540.018484252

2

3

_1246917540.xls1

2

000

0.00181102360.0021850390.00253937

0.00206692910.002539370.002854331

0.00226377950.0027559060.003070866

0.00238188980.0029133860.003208661

0.00250.0030118110.003326772

0.00261811020.0031299210.003484252

0.00269685040.0032480310.003562992

0.00279527560.0033070870.003661417

0.00288385830.0034055120.003740157

0.00296259840.0034645670.003818898

0.00302165350.0035629920.003877953

0.00309055120.0036220470.003956693

0.00314960630.0036811020.004015748

0.00320866140.0037795280.004074803

0.00327755910.0038385830.004153543

0.00334645670.0039566930.004232283

0.00340551180.0040157480.004291339

0.00347440940.0040944880.004370079

0.00353346460.0041338580.004429134

0.00359251970.0041929130.004488189

0.00363188980.0042618110.004527559

0.0037303150.0043011810.004625984

0.0037696850.0043897640.004645669

0.00384842520.0044488190.004724409

0.00390748030.0044881890.004783465

0.00394685040.0045669290.004822835

0.00398622050.0046062990.004862205

0.00403543310.0046653540.00492126

0.00407480310.0047440940.00496063

0.00413385830.004763780.005019685

0.00419291340.0048129920.00507874

0.00423228350.0049015750.00511811

0.00427165350.0049409450.00515748

0.00433070870.0049803150.005216535

0.00438976380.005039370.005275591

0.00442913390.005078740.005314961

0.0044881890.005118110.005374016

0.00454724410.005157480.005433071

0.00458661420.0052165350.005472441

0.00464566930.0052755910.005531496

0.00469488190.0053149610.005580709

0.0047342520.0053543310.005620079

0.0047539370.0054133860.005639764

0.00479330710.0054527560.005679134

0.00483267720.0054921260.005718504

0.00487204720.0055314960.005757874

0.00491141730.0055708660.005797244

0.00495078740.0056102360.005836614

0.0049803150.0056496060.005866142

0.0050.0056889760.005885827

0.00502952760.0057283460.005915354

0.00504921260.0057677170.005935039

0.00508858270.0058070870.005974409

0.00511811020.0058267720.006003937

0.00514763780.0058661420.006033465

0.00517716540.0059055120.006062992

0.00519685040.0059251970.006082677

0.0052263780.0059645670.006112205

0.0052460630.0060039370.00613189

0.0052657480.0060433070.006151575

D.D.= 96.4% of MDD

D.D.= 95% of MDD

D.D.= 94% of MDD

Time (second)

Accumulated Permanent Strain (mm/mm)

1

0000

600.00181102360.0021850390.00253937

1200.00206692910.002539370.002854331

1800.00226377950.0027559060.003070866

2400.00238188980.0029133860.003208661

3000.00250.0030118110.003326772

3600.00261811020.0031299210.003484252

4200.00269685040.0032480310.003562992

4800.00279527560.0033070870.003661417

5400.00288385830.0034055120.003740157

6000.00296259840.0034645670.003818898

6600.00302165350.0035629920.003877953

7200.00309055120.0036220470.003956693

7800.00314960630.0036811020.004015748

8400.00320866140.0037795280.004074803

9000.00327755910.0038385830.004153543

9600.00334645670.0039566930.004232283

10200.00340551180.0040157480.004291339

10800.00347440940.0040944880.004370079

11400.00353346460.0041338580.004429134

12000.00359251970.0041929130.004488189

12600.00363188980.0042618110.004527559

13200.0037303150.0043011810.004625984

13800.0037696850.0043897640.004645669

14400.00384842520.0044488190.004724409

15000.00390748030.0044881890.004783465

15600.00394685040.0045669290.004822835

16200.00398622050.0046062990.004862205

16800.00403543310.0046653540.00492126

17400.00407480310.0047440940.00496063

18000.00413385830.004763780.005019685

18600.00419291340.0048129920.00507874

19200.00423228350.0049015750.00511811

19800.00427165350.0049409450.00515748

20400.00433070870.0049803150.005216535

21000.00438976380.005039370.005275591

21600.00442913390.005078740.005314961

22200.0044881890.005118110.005374016

22800.00454724410.005157480.005433071

23400.00458661420.0052165350.005472441

24000.00464566930.0052755910.005531496

24600.00469488190.0053149610.005580709

25200.0047342520.0053543310.005620079

25800.0047539370.0054133860.005639764

26400.00479330710.0054527560.005679134

27000.00483267720.0054921260.005718504

27600.00487204720.0055314960.005757874

28200.00491141730.0055708660.005797244

28800.00495078740.0056102360.005836614

29400.0049803150.0056496060.005866142

30000.0050.0056889760.005885827

30600.00502952760.0057283460.005915354

31200.00504921260.0057677170.005935039

31800.00508858270.0058070870.005974409

32400.00511811020.0058267720.006003937

33000.00514763780.0058661420.006033465

33600.00517716540.0059055120.006062992

34200.00519685040.0059251970.006082677

34800.0052263780.0059645670.006112205

35400.0052460630.0060039370.00613189

36000.0052657480.0060433070.006151575

2

3

_1134423788.bin

_1246917107.xls1

000000

0.00088582680.00155511810.0020078740.00218503940.00415354330.0092125984

0.0010236220.00175196850.00228346460.00265748030.00488188980.0108070866

0.00110236220.00187007870.00246062990.00293307090.00533464570.0115748031

0.00116141730.00192913390.00259842520.00318897640.00562992130.0121259843

0.00122047240.00201771650.00271653540.00338582680.00586614170.012519685

0.00125984250.00206692910.00281496060.0035236220.00610236220.0128346457

0.00129921260.00214566930.00289370080.00369094490.00627952760.0131692913

0.00134842520.00220472440.00296259840.00383858270.00643700790.0134448819

0.00139763780.0022539370.00309055120.00395669290.00661417320.0137401575

0.00142716540.00229330710.00314960630.00410433070.00679133860.0139370079

0.00145669290.00234251970.00322834650.00423228350.00692913390.0141141732

0.0014960630.00238188980.00332677170.00435039370.00706692910.0142716535

0.00154527560.00242125980.00338582680.0044881890.00718503940.014488189

0.00156496060.00246062990.00346456690.00462598430.00730314960.0146062992

0.00159448820.00250984250.00354330710.00474409450.00742125980.0147637795

0.00161417320.00254921260.00362204720.00484251970.0075196850.0149212598

0.00165354330.00259842520.00368110240.0049803150.00763779530.015019685

0.00168307090.00263779530.00375984250.00505905510.00771653540.0151377953

0.00171259840.00267716540.00383858270.00517716540.00781496060.0152362205

0.00173228350.00271653540.00391732280.00529527560.00793307090.0153543307

0.00177165350.00277559060.00400590550.00535433070.00803149610.0154527559

0.00179133860.00281496060.00409448820.00543307090.00812992130.0155905512

0.00183070870.00285433070.00417322830.00553149610.00820866140.0156889764

0.00185039370.00289370080.00423228350.00561023620.00832677170.0157874016

0.00187992130.00292322830.00427165350.00572834650.00840551180.0158858268

0.00189960630.00297244090.00437007870.00574803150.0085039370.0159645669

0.00191929130.0030118110.00444881890.00586614170.00858267720.0160433071

0.00193897640.00305118110.0045078740.00592519690.00868110240.0161417323

0.00195866140.00309055120.00458661420.0060236220.00875984250.0162204724

0.0019881890.00312992130.00465551180.00612204720.00885826770.0162992126

0.0020078740.00316929130.00469488190.00618110240.00893700790.0163976378

0.00203740160.00320866140.00480314960.00624015750.0090157480.0164370079

0.00205708660.00322834650.00488188980.00635826770.00909448820.0165354331

0.00207677170.0032578740.00494094490.00641732280.00917322830.0166141732

0.00208661420.00330708660.0050.0064960630.00925196850.0166732283

0.00210629920.00333661420.00507874020.00657480310.00935039370.0167519685

0.00212598430.00336614170.00511811020.00659448820.00940944880.0167913386

0.00213582680.00339566930.00519685040.00669291340.0095078740.0168700787

0.00214566930.00343503940.00525590550.00675196850.00960629920.0169685039

0.00216535430.00346456690.00532480310.00681102360.00968503940.0170472441

0.00218503940.0035039370.00538385830.00687007870.00978346460.0171062992

0.00220472440.00354330710.00545275590.00694881890.00986220470.0171850394

0.00222440940.00356299210.0055118110.0070078740.00994094490.0172834646

0.0022342520.00360236220.00559055120.00708661420.01003937010.0173622047

0.00224409450.00363188980.00564960630.00712598430.01011811020.0174409449

0.00226377950.00366141730.00571850390.00720472440.01017716540.0175

0.0022736220.00369094490.00577755910.00726377950.01027559060.0175393701

0.00228346460.00372047240.00583661420.00732283460.01035433070.0176181102

0.00230314960.00374015750.00587598430.00736220470.01045275590.0176771654

0.00232283460.0037696850.00595472440.00742125980.0105118110.0177755906

0.00234251970.00378937010.00601377950.0074803150.01059055120.0178543307

0.00235236220.00381889760.00607283460.00750.01066929130.0179330709

0.00237204720.00383858270.00612204720.00755905510.01072834650.017992126

0.00238188980.00386811020.00619094490.00759842520.01080708660.0180511811

0.00240157480.00390748030.00625984250.00767716540.01086614170.0180905512

0.00242125980.00394685040.00629921260.00773622050.01092519690.0181496063

0.00243110240.00396653540.00635826770.00779527560.01096456690.0182086614

0.00245078740.0039960630.00639763780.00783464570.01104330710.0182480315

0.00246062990.00402559060.00645669290.00789370080.01112204720.0182874016

0.00247047240.00405511810.0064960630.00793307090.01118110240.0183464567

MC=90% of OMC

MC=100% of OMC

MC=105% of OMC

MC=110% of OMC

MC=115% of OMC

MC=120% of OMC

Time (sec)

Accoumulated Permanent Deformation (mm/mm)

1

0000000

600.00088582680.00155511810.0020078740.00218503940.00415354330.0092125984

1200.0010236220.00175196850.00228346460.00265748030.00488188980.0108070866

1800.00110236220.00187007870.00246062990.00293307090.00533464570.0115748031

2400.00116141730.00192913390.00259842520.00318897640.00562992130.0121259843

3000.00122047240.00201771650.00271653540.00338582680.00586614170.012519685

3600.00125984250.00206692910.00281496060.0035236220.00610236220.0128346457

4200.00129921260.00214566930.00289370080.00369094490.00627952760.0131692913

4800.00134842520.00220472440.00296259840.00383858270.00643700790.0134448819

5400.00139763780.0022539370.00309055120.00395669290.00661417320.0137401575

6000.00142716540.00229330710.00314960630.00410433070.00679133860.0139370079

6600.00145669290.00234251970.00322834650.00423228350.00692913390.0141141732

7200.0014960630.00238188980.00332677170.00435039370.00706692910.0142716535

7800.00154527560.00242125980.00338582680.0044881890.00718503940.014488189

8400.00156496060.00246062990.00346456690.00462598430.00730314960.0146062992

9000.00159448820.00250984250.00354330710.00474409450.00742125980.0147637795

9600.00161417320.00254921260.00362204720.00484251970.0075196850.0149212598

10200.00165354330.00259842520.00368110240.0049803150.00763779530.015019685

10800.00168307090.00263779530.00375984250.00505905510.00771653540.0151377953

11400.00171259840.00267716540.00383858270.00517716540.00781496060.0152362205

12000.00173228350.00271653540.00391732280.00529527560.00793307090.0153543307

12600.00177165350.00277559060.00400590550.00535433070.00803149610.0154527559

13200.00179133860.00281496060.00409448820.00543307090.00812992130.0155905512

13800.00183070870.00285433070.00417322830.00553149610.00820866140.0156889764

14400.00185039370.00289370080.00423228350.00561023620.00832677170.0157874016

15000.00187992130.00292322830.00427165350.00572834650.00840551180.0158858268

15600.00189960630.00297244090.00437007870.00574803150.0085039370.0159645669

16200.00191929130.0030118110.00444881890.00586614170.00858267720.0160433071

16800.00193897640.00305118110.0045078740.00592519690.00868110240.0161417323

17400.00195866140.00309055120.00458661420.0060236220.00875984250.0162204724

18000.0019881890.00312992130.00465551180.00612204720.00885826770.0162992126

18600.0020078740.00316929130.00469488190.00618110240.00893700790.0163976378

19200.00203740160.00320866140.00480314960.00624015750.0090157480.0164370079

19800.00205708660.00322834650.00488188980.00635826770.00909448820.0165354331

20400.00207677170.0032578740.00494094490.00641732280.00917322830.0166141732

21000.00208661420.00330708660.0050.0064960630.00925196850.0166732283

21600.00210629920.00333661420.00507874020.00657480310.00935039370.0167519685

22200.00212598430.00336614170.00511811020.00659448820.00940944880.0167913386

22800.00213582680.00339566930.00519685040.00669291340.0095078740.0168700787

23400.00214566930.00343503940.00525590550.00675196850.00960629920.0169685039

24000.00216535430.00346456690.00532480310.00681102360.00968503940.0170472441

24600.00218503940.0035039370.00538385830.00687007870.00978346460.0171062992

25200.00220472440.00354330710.00545275590.00694881890.00986220470.0171850394

25800.00222440940.00356299210.0055118110.0070078740.00994094490.0172834646

26400.0022342520.00360236220.00559055120.00708661420.01003937010.0173622047

27000.00224409450.00363188980.00564960630.00712598430.01011811020.0174409449

27600.00226377950.00366141730.00571850390.00720472440.01017716540.0175

28200.0022736220.00369094490.00577755910.00726377950.01027559060.0175393701

28800.00228346460.00372047240.00583661420.00732283460.01035433070.0176181102

29400.00230314960.00374015750.00587598430.00736220470.01045275590.0176771654

30000.00232283460.0037696850.00595472440.00742125980.0105118110.0177755906

30600.00234251970.00378937010.00601377950.0074803150.01059055120.0178543307

31200.00235236220.00381889760.00607283460.00750.01066929130.0179330709

31800.00237204720.00383858270.00612204720.00755905510.01072834650.017992126

32400.00238188980.00386811020.00619094490.00759842520.01080708660.0180511811

33000.00240157480.00390748030.00625984250.00767716540.01086614170.0180905512

33600.00242125980.00394685040.00629921260.00773622050.01092519690.0181496063

34200.00243110240.00396653540.00635826770.00779527560.01096456690.0182086614

34800.00245078740.0039960630.00639763780.00783464570.01104330710.0182480315

35400.00246062990.00402559060.00645669290.00789370080.01112204720.0182874016

36000.00247047240.00405511810.0064960630.00793307090.01118110240.0183464567

2

3

_1134423769.bin