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Q.01 0.02 0.04 0 06 0.10 0.2 0.50 L 04 0.6 1.0 2 3456 8100 0.60 12.0 m 18.0m 19.0m 045 0.45 6.0 m 0 40 0 40 4.0 m 5.0 m 0.36 0.35 16.0 m 0.30 a.30 0.25 0.25 0.20 Co.20 2 3 456 10.0 Q.15 0.10 unT load of embenk ment 0.06 0.00 0.01 002 0.04 008 0.1 02 04 08 10 Value of at

Q.01 0.02 0.04 0 06 0.10 0.2 0.50 L 04 0.6 1.0 2 3456 8100 0.60 12.0 m 18.0m 19.0m 045 0.45 6.0 m 0 40 0 40 4.0 m 5.0 m 0.36 0.35 16.0 m 0.30 a.30 0.25 0.25 0.20 Co.20 2 3 456 10.0 Q.15 0.10 unT load of embenk ment 0.06 0.00 0.01 002 0.04 008 0.1 02 04 08 10 Value of at

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter15: Slope Stability
Section: Chapter Questions
Problem 15.11P
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1. The following is a sketch of the proposed embankment, calculate the addition of vertical stress (Bousinesq method / graph below) at the depths of points A and B. Assume the unit weight of the soil stockpile = 20 kN / m3.

2. Calculate the added vertical stress at points A and B as deep as Z = 8 m, under the rectangular load

 

0.01 0.02 0.040.06 0.10 0.2 0.40.5 1.0 0.50 23456 8100 0.60 12.0m to 19.0 m 0.45 0.46 由 6.0m 040 040 07 4.0 m 0.36 0.35 5.0 m 0.6 to b 0.6 0.30 T- 15.0 m 0.30 0.4 0.25 0.25 0.20 00.20 2 3 456 810.0 Q.15 Q.15 0.10 unt loed of embank ment 0.06 0.06 0.01 0.02 0.04 0,06 0.1 02 04 0.8 1.0 Value of a/t
Transcribed Image Text:0.01 0.02 0.040.06 0.10 0.2 0.40.5 1.0 0.50 23456 8100 0.60 12.0m to 19.0 m 0.45 0.46 由 6.0m 040 040 07 4.0 m 0.36 0.35 5.0 m 0.6 to b 0.6 0.30 T- 15.0 m 0.30 0.4 0.25 0.25 0.20 00.20 2 3 456 810.0 Q.15 Q.15 0.10 unt loed of embank ment 0.06 0.06 0.01 0.02 0.04 0,06 0.1 02 04 0.8 1.0 Value of a/t
12:45 B O M 76 Mekanika tanah.pdf 1. The following is a sketch of the proposed embankment, calculate the addition of vertical stress (Bousinesq method / graph below) at the depths of points A and B. Assume the unit weight of the soil stockpile = 20 kN/m³. 2 3456 BIOD 0.80 0408 10 12.0 m 100m 045 H0.6 4.0m 040 040 5.0 m 16.0m 0.30 0.25 0.25 020 a.15 a10 0.00 Vae efa 2. Calculate the added vertical stress at points A and B as deep as Z=8 m, under the rectangular load 6 m q = 85 kN/m 4 m OA Im 2 m B 4 m
Transcribed Image Text:12:45 B O M 76 Mekanika tanah.pdf 1. The following is a sketch of the proposed embankment, calculate the addition of vertical stress (Bousinesq method / graph below) at the depths of points A and B. Assume the unit weight of the soil stockpile = 20 kN/m³. 2 3456 BIOD 0.80 0408 10 12.0 m 100m 045 H0.6 4.0m 040 040 5.0 m 16.0m 0.30 0.25 0.25 020 a.15 a10 0.00 Vae efa 2. Calculate the added vertical stress at points A and B as deep as Z=8 m, under the rectangular load 6 m q = 85 kN/m 4 m OA Im 2 m B 4 m
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