10 kPaB0.4 m|+0.5 m++0.5 m++0.5 m-+0.5 m-|Soil A1 mExitDatum0.75 m0.5 mFIGURE P6.2 6.2 :-Deter mine The press ure head and total head at A, Bond cfor Thearrangment shown in p i Figure P6.2-TakeThewater levelatexistdutum -as( thnt : you needtoConvertThepressure10 Kpatoless head.)II

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Civil Engineering

10 kPa B 0.4 m |+0.5 m++0.5 m++0.5 m+0.5 m- Soil A 1 m Exit Datum 0.75 m 0.5 m FIGURE P6.2

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 15.28P

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Question

100%

10 kPa
B
0.4 m
|+0.5 m++0.5 m++0.5 m-+0.5 m-|
Soil A
1 m
Exit
Datum
0.75 m
0.5 m
FIGURE P6.2

6.2 :-
Deter mine The press ure head and total head at A, B
ond c
for The
arrangment shown in p i Figure P6.2-
Take
The
water level
at
exist
dutum -
as
( thnt : you need
to
Convert
The
pressure
10 Kpa
to
less head.)
II

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