REDUCE EXPANSIVITY BUILD IMPERMEABLITY INCREASE … · 2020. 5. 24. · Molecular level hydrophobic...
Transcript of REDUCE EXPANSIVITY BUILD IMPERMEABLITY INCREASE … · 2020. 5. 24. · Molecular level hydrophobic...
Asphalt-free technology for sustainable soil roads
REDUCE EXPANSIVITY
BUILD IMPERMEABLITY
INCREASE COMPACTION
Extending the life cycle of roads via innovative new
nanotechnology is of significant importance!
WHAT IS THE PROBLEM?
Unpaved soil roads are the main node of connectivity in most developing countries
These represent more than 90% of the overall road network
The condition of these roads is often neglected and they frequently breakdown under rains
The upkeep and maintenance of soil roads is a major challenge, and a constant financial drain on local governments
Revolutionary Soil Nanotechnology
Water soluble, easy to use spray application
500x reduction in water permeability
3x improvement in strength& load bearing capacity
Environmentally preferred solution
Method of Application
Initial spraying Scarifying treated soil Compaction
Top-layer spraying Finished surface Waterproofing
-OH groups make surface very hydrophilic (water loving):
Capillary rise action leads to high water ingress in soil roads.
Soil / Clay / Sand / Aggregate surface silicate structure before and after reaction
Molecular level hydrophobic zone (water repellent):
4-6 nm Alkyl Siloxane surface that reacts upon contact with particle surface and creates a water repellent layer. The surface is subsequently impermeable to water ingress and protects the under layers from water damage
OUR CHEMICAL ACTION
ORGANO SILANE TREATED SOIL DISPLAYED THE FOLLOWING,
Soil Swelling Reduced by 85 %
Compaction Density Increased by 4%
Sr Parameters MeasureSoil w/o
additive
Soil +
Cement 3%
Soil + Silane 0.75 kg/m3 +
nano polymer 0.75 kg / m3
+ Cement 3%
1 CBR% 7 67 125
% Improvement - 857% 1685%
2 UCSMPa 0.27 1.02 2.43
% Improvement 278% 800%
3
Durability
(Wet – Dry
Cycles)
No. of cycles 0 4 12
IS : 4332
(Part 4)Fails Fails
Passes
(Simulates 20 years life)
CRRI Research : Executive Summary
Sr Parameters MeasureSoil w/o
additive
Soil + Terrasil
@ 0.3 Kg / m3
Soil + Terrasil
@ 0.5 Kg / m3
1 DensityKg / m3 2114.25 2112.75 2121.70
% Improvement - -0.07% 0.35%
2Resilient Modulus
(MR)
MPa 444.82 554.51 610.10
% Improvement 25% 37%
CORPORATION FOR RESEARCH AND DEVELOPMENT , Ecuador Executive
Summary
CH (Black Cotton) Soil, India
Permeability reduced by 500 folds
Cm
/se
c
TERRASIL & WATER PERMEABILITY
Cm
/se
c
TERRASIL & ZYCOBOND : APPLICATION
Spray Terrasil / ZycoBond
Working Direction
Note :
In case equipment are not available, agricultural implements like
ploughs, rotavator etc. can be used.
IN-SITU TREATMENT : FOR SOILS WITH CBR > 4
Open up and scarify soil base up to 150-200 mm. Spray Terrasil solution in water
to achieve OMC and scarify the soil. Allow the treated soil to dry till the moisture
is < 4%.
Spread specified amount of cement (typically 3%) on treated soil and scarify the
soil. Spray ZycoBond solution in water to achieve OMC and scarify.
The dosage of Terrasil is 0.6 to 1.0 kg / m3 and that of ZycoBond is 0.6 kg / m3
After thorough mixing, the soil at OMC can now be compacted using vibro roller.
The compacted soil surface, should now be spray-saturated with Terrasil +
Zycobond solution in water.
Ratio of TS : ZB : Water should be 1:1:200. Spray rate should be 3 litre / m2 or till
saturation.
Allow the surface to dry.
TREATMENT FOR BORROWED SOIL
Select a borrow area with soil CBR of 6 or more.
Open up and scarify soil base up to 150-200 mm. Spray Terrasil solution in water to
achieve OMC AND Scarify the soil. Allow the treated soil to dry till the moisture is < 4%.
Spread specified amount of cement (typically 3%) on treated soil and scarify the soil.
Spray ZycoBond solution in water to achieve OMC and scarify.
The dosage of Terrasil is 0.6 to 1.0 kg / m3 and that of ZycoBond is 0.6 kg/m3
After thorough mixing, the soil at OMC can now be transported to the site and leveled,
followed by compaction using vibro roller. The compacted soil surface, should now be
spray-saturated with Terrasil + Zycobond solution in water.
Ratio of TS : ZB : Water should be 1:1:200. Spray rate should be 3 litre / m2 or till
saturation.
Allow the surface to dry.
DUST CONTROL
NANOPOLYMER – APPLICATION FOR DUST CONTROL
VIRGIN AGGREGATES
@ ambient temp.
RAP @ ambient temp.
Heat Transfer through Radiation.
Temp raises to 200-250 0C
EXHAUST
LIQUID
ASPHALT
@ 160 0C
HOT MIX
BURNER
Prepare ZycoBond solution in water in the ratio 1 : 100 (for the first spray) and spray on Dust /
Gravel surface @ 3 Ltr / m2 (or till saturation).
A ratio of 1 : 200 and 1 : 300 are to be used for 2nd spray (2nd week from construction) and 3rd
spray (in 4th week from construction) respectively to get best bonding and dust control. Allow the
surface to dry after every spray.
Spray of solution prepared in the ratio 1 :300 is recommended every quarter, in the initial two
years, for maintenance. After two years, the maintenance spray should be need based.
18
Projects in India
19Rural Road, Sector 19, Gandhinagar, Gujarat
Subgrade Excavation Scarification
Cement Spreading Spraying Scarification
Construction in Year 2016
20
Compaction Spraying Waterproofing Confirmed
Spraying on Grit Compaction Spraying
Rural Road, Sector 19, Gandhinagar, Gujarat
Construction in Year 2016
21
Observed by Dr. Arvind Swamy, IIT Delhi, Dr. Rakesh Kumar, SVNIT Surat
Water Drop Test DCPT
Rural Road, Sector 19, Gandhinagar, Gujarat
22Rural Road, Sector 19, Gandhinagar, Gujarat
Observed by Road & Building Department
Water Ponding Test
Field Density
Benkelman Beam Deflection
Water Ponding Test
24
Construction in Year 2010Spraying
Tack Coat
WaterproofingConfirmation
Prime Coat Carpet & Seal Coat
Compaction
Clayey Soil CBR 1.3 – 2.1, treated with Multi Layer Waterproofed Envelope
Bharthali - Bharthna Road, Tal. Karjan, Dist. Vadodara, Gujarat
CONTROL
2010 2011
Repaired in
2010
20132012
TREATED
2010 2011 20132012
25
Bharthali - Bharthna Road, Tal. Karjan, Dist. Vadodara, Gujarat
Post Monsoon Performance 2010 – 2013
CONTROL
2015
TREATED
2015
2014
2014
2016
2016
26Bharthali - Bharthna Road, Tal. Karjan, Dist. Vadodara, Gujarat
Post Monsoon Performance 2014 - 2016
27Sayajipura Plant Soil Road & Parking Area, Vadodara, Gujarat
Excavation
Spraying Water Drop Test
Compaction Spraying
Spraying on Top Layer
Construction in Year 2008
2008
28Sayajipura Plant Soil Road & Parking Area, Vadodara, Gujarat
2011
2011 2016
Post Monsoon Performance 2008 - 2016
29
Scarification Silane+ Acrylic copoymerSolution Spraying
Waterproofing Confirmed
Compaction
Silane + Acrylic copolymer
Spraying
Hammer Test
Sayajipura Plant Soil Road & Parking Area, Vadodara, Gujarat
Post Monsoon Performance 2008 - 2016
Stabilized and Waterproofed Reinforced Soil Base 20 cm thick
20152015
30School Approach Road, Paniya, Dist. Panch Mahals, Gujarat
Post Monsoon Performance 2015
31
Subgrade WaterproofingConfirmation
Compaction Carpet & Seal Coat
Spraying
Stone Base
Timachi Baria Falia, Jhalod, Dist. Dahod, Gujarat
Construction in Year 2012
Stabilized and Waterproofed Reinforced Soil Base 19 cm thick, 3.75 meter wide,
1400 and 700 meter length respectively
2015 2015
32Timachi Baria Falia, Jhalod, Dist. Dahod, Gujarat
Post Monsoon Performance 2014
34Namma Hola Namma Daari, Tal. Annigeri, Dist. Gadag, Karnataka
Compaction
Compaction Scarified Soil layer
Grit Spreading Spraying
Cement Spreading
Construction in Year 2015
35Namma Hola Namma Daari, Tal. Annigeri, Dist. Gadag, Karnataka
Mixing
Grit Spreading Spraying
Spraying Compaction
Compaction
Construction in Year 2015
Treated Control
36Namma Hola Namma Daari, Tal. Annigeri, Dist. Gadag, Karnataka)
Post Monsoon Performance 2015
37
International Projects
38Tamatave, Madagascar
Before the work commenced
39Tamatave, Madagascar (250 rainy days in a year)
Work in Progress
40
Waterproofing Confirmed Top Surface Bitumen Layer
Spraying and
Compaction
Grading Subgrade
Provincia Dal Azuary, Ecuador
Construction in Year 2015
The stretch is in perfect condition.
CBR of soil: 29.5 % and CBR of treated soil : 107%
Length: 4.5 km Width: 6-8m Thickness: 0.20m
Dosage: Terrasil 0.5 Kg / m3 and cement 1% by soil weight
41Provincia Dal Azuary, Ecuador
Post Rainy Season Performance In Year 2015
Bituminous Surface
Solution PreparationScarification
Spraying
Length: 42 Km,
Width: 6.2 m avg.,
Thickness: 30 cm avg.
Dosage:
Terrasil 0.75 kg/m3,
Bituminous treatment:
Slurry Seal
42Region San Martin, Peru
Construction In Year 2015
Bituminous Surface Compacted Surface
Length: 32 Km,
Width: 5.2 m average,
Thickness: 13 cm average
Terrasil 0.5 kg/m3
Cement 1% by soil weight,
Bituminous treatment:
slurry seal
43Region Piura, Peru
Construction In Year 2013
Length: 3500 m2,
Thickness: 12-13 cm
Terrasil 0.5 kg/m3 +
Polymer + Lime 2%
Top Spray:
Terrasil 0.01 kg/m2
44
Compacted Surface Lime Mixing
Mixing Spraying
Spain
Parking Fuerte de San Cristobal Badajoz, Spain
Length: 3500 m2,
Thickness: 10 cm
Terrasil 0.4 kg/m3
Top Spray: (Terrasil +
Polymer): 0.01 kg/m2
45
Spraying Mixing
Compaction Grading
Optimasoil, Madrid, Spain
Parking Carterpillar Malaga