find FOS for a slip circle with center on line AB , passing through toe and tangetial to the bedrock. assume pore pressure coefficient of 0.5 and that no tension crack will be developed . what will be the FOS with tension crack filled with water. BlueStacks4.280.0.1022HomeBWA BusinessFigure Prob. 13-3Assuming o =0 throughout and tension crack filled with water, find FOS. Thetension crack is assumed to extend completely the top layer.13-43.5mSandy clay$ - 10°c- 15 KPaY = 18.5 KN/2 mBed rockFigure Prob. 13-4Find the FOS for a slip circle with center on line AB, passing through toe andtangential to the bedrock. Assume pore pressure coefficient of 0.5 and that no395?ENG3:41 PMII近出

Given- ϕ=100C=15 Kpaγ=18.5 Kn/m2

find FOS for a slip circle with center on line AB , passing through toe and tangetial to the bedrock. assume pore pressure coefficient of 0.5 and that no tension crack will be developed . what will be the FOS with tension crack filled with water.

find FOS for a slip circle with center on line AB , passing through toe and tangetial to the bedrock. assume pore pressure coefficient of 0.5 and that no tension crack will be developed . what will be the FOS with tension crack filled with water.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Crack Detection

Concrete materials are meant for supporting structures, building foundations and they act as several load-bearing structures. Over time, due to environmental conditions, and based on the constituent materials used, concrete materials are subjected to a great degree of distress. Corrosion of the reinforcement bars due to chemical influences, uneven base, earthquake, drying shrinkages, and alkali-aggregate reactions are some of the reasons for concrete distress.

Question

BlueStacks
4.280.0.1022
Home
B
WA Business
Figure Prob. 13-3
Assuming o =0 throughout and tension crack filled with water, find FOS. The
tension crack is assumed to extend completely the top layer.
13-4
3.5m
Sandy clay
$ - 10°
c- 15 KPa
Y = 18.5 KN/
2 m
Bed rock
Figure Prob. 13-4
Find the FOS for a slip circle with center on line AB, passing through toe and
tangential to the bedrock. Assume pore pressure coefficient of 0.5 and that no
395
?
ENG
3:41 PM
II
近
出

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