Download

9
STEP 1 From Spreadsheet 4 Skin Damping From SI Report GRL WEAP Default GRL WEAP Default From Spreadsheet 2 Pile Make Up, take TOTAL Vertical Length; not True Length Refer STEP 2 ENSURE IT IS IN "DRIVEABILITY" MODE. NOT OTHERS ! Shaft 1 = 1.0 Shaft 2 = 1.2 (Lower Bound) Shaft 3 = 1.7 (Upper Bound) Toe 1 = 1.0 Toe 2 and others = 0.0 Choose "Steel" Biarkan saje! Jgn usik/ubah ape2 ! Refer to SI Report -> "HAMMER and SOIL DATA" chapter From Spreadsheet XSRD (TOTAL). To key-in the Shaft Resistance value, change "Driveability" to any "Bearing Graph". After key-in then, change back to "Driveability". By default, GRL WEAP will call from "D". Refer to STEP 3 Refer STEP 4

description

Hướng dẫn thao tác với GRLWeap

Transcript of Download

Page 1: Download

STEP 1

From Spreadsheet 4 Skin Damping

From SI Report

GRL WEAP Default

GRL WEAP Default

From Spreadsheet 2 Pile Make Up, take TOTAL Vertical Length; not True Length

Refer STEP 2

ENSURE IT IS IN "DRIVEABILITY" MODE. NOT OTHERS !

Shaft 1 = 1.0Shaft 2 = 1.2 (Lower Bound)Shaft 3 = 1.7 (Upper Bound)

Toe 1 = 1.0Toe 2 and others = 0.0

Choose "Steel"Biarkan saje! Jgn usik/ubah ape2 !

Refer to SI Report -> "HAMMER and SOIL DATA" chapter

From Spreadsheet XSRD (TOTAL). To key-in the Shaft Resistance value, change "Driveability" to any "Bearing Graph". After key-in then, change back to "Driveability".

By default, GRL WEAP will call from "D". Refer to STEP 3

Refer STEP 4

Page 2: Download

STEP 2

GRL Weap will key-in automatically. Follow below instructions:

1. Ensure Cursor at Helmet Weight box.

2. Press F3.

3. Click YES.

4. When "Drive System Help" appear (as shown), click "Check All".

5. Press "OK".

Page 3: Download

STEP 3

"Click "D""

Manually key-in. Tak kisah nak guna berapa pun intevals (eg 5,10,15).

But ade 2 things yg penting:

a) Elevation at pile connection/weldment kena correct. Refer Spreadsheet 2 Pile Make Up (Pile Stoppage Below Mudline)

b) Depth paling bawah kena BAWAH lagi dari Bottomest Pile Stopage Below Mudline in

24 Hr Welding at Seam Connection

Spreadsheet 2 Pile Make Up. In this case, 160m is greater than 136m (Spreadsheet 2 Pile Make Up -> Pile Stoppage Below Mudline)

Vertical Length from Spreadsheet 2 Pile Make-up

Page 4: Download

STEP 4

GRL Weap will key-in automatically. Follow below instructions:

1. Ensure Cursor at Section Area box.

2. Press F3.

3. When "Area Calculator" appear (as shown), fill in the blanksblanks.

5. Press "OK".

Page 5: Download

STEP 5

1. Copy from Spreadsheet 6 Preb - Pile.

2. Ensure copy form "to weap" folder.

3. Highlight and copy all Depth (m), Unit Shaft Resist and Toe Resist.

1. From GRL WEAP main page, click "S1".

2. Click "Edit"

3. Click "Paste Special".

4. Click "Soil Distribution".

5. When "Text Separation" appear, click " Convert to Column".

6. Click "Yes".

7. Click "OK".

Page 6: Download

Copy from

This is how it is looks like after copy and paste activities !

Spreadsheet Preb-Pile (Predicted

Blowcount) and Paste them in GRL

WEAP

Page 7: Download

STEP 6

First, click "A" to analyze

2nd, click "O" to show Output

Page 8: Download

STEP 7

1. After click "O", output will appear insyaAllah. Open .gwd file.

2. For reporting, we require 2 types of infos:

a) Blow count at Set-Up factor 1.0 (End), 1.2 and 1.7.

b) Max Stress (usually Comp Stress) at Set-Up Factor 1.7 only.

3. So, to change set-up factor:

i) Click "View".ii) Click "Ranges, Selections".iii) When "Graph Properties" (as shown) appear, click desired set-up factor.

4. The Max Stress shall be re-key-in in Spreadsheet 1 Pile Combined Stress at

Set-Up factor. We can request for:a) 1.0

(aka "End" in RNZ Drivability report)b) 1.2 c) 1.7

Combined Stress at "Driving Stress at GRL WEAP".

Page 9: Download

STEP 8

1. From GRL WEAP Output, generate Blow Count curve for every Hammer with regards to every Set-up factor.

2. Manual key-in depth (m) and Blow Count from GRL WEAP output to Spreadsheet 6 PREB-PILE for every set-up factor.

This is how the Blow Count graph looks like !