Calculate;1) calculate the radius of failure curve from A origin2) Define La3) Investigae how much pressure induced from water (in the ground surface crack)4) define the factor of safety of respected slope Figure Q3c shows a cutting in saturated clay is inclined at a slope has avertical height of 10m. The saturated unit weight, ysat of the soil is 20 kN/m3and its undrained cohesion, cu is 25 kN/m2. The weight of slip mass is 3150kN/m and e is 67.40. The conditions of tension crack at the ground surface isfull of water.5 m2.7 mCrack at the groundsurface6.7 mSEM13m10mW

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Answered: calculate the radius of failure curve…

calculate the radius of failure curve from A origin 2) Define La 3) Investigae how much pressure induced from water (in the ground surface crack) 4) define the factor of safety of respected slope

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

Calculate;

1) calculate the radius of failure curve from A origin

2) Define La

3) Investigae how much pressure induced from water (in the ground surface crack)

4) define the factor of safety of respected slope

Figure Q3c shows a cutting in saturated clay is inclined at a slope has a
vertical height of 10m. The saturated unit weight, ysat of the soil is 20 kN/m3
and its undrained cohesion, cu is 25 kN/m2. The weight of slip mass is 3150
kN/m and e is 67.40. The conditions of tension crack at the ground surface is
full of water.
5 m
2.7 m
Crack at the ground
surface
6.7 m
SEM
13m
10m
W

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