Laboratory Problem Exercise #2 Given the figure and the following data: Determine (a) the width of base b on the conditions: a.1 The resultant intersects the base at the downstream edge of the middle third. a.2 If the factor of safety against overturning is 1.60 a.3 If the factor of safety against sliding is 1.20 water surface 2m E im 60Y Yw= 1. T m³ Ye 2.4- Which b among the three prevails? (b) Using the value of b that prevails in part (a), determine b.1 the intersection of the resultant with the base b.2 the maximum and minimum pressure intensity at the base. % of seepage below the base is 60. (Note T is ton) μ = 0.60 Toe (coefficient of friction between t the base and foundation

Principles of Foundation Engineering (MindTap Course List)
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ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Natural Soil Deposits And Subsoil Exploration
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六
Laboratory Problem Exercise #2
1m
water surface
Given the figure and the following data:
2m
G.
Determine
(a) the width of base b on the conditions:
7 m
a.1 The resultant intersects the base at the downstream
edge of the middle third.
GOY h
a.2 If the factor of safety against overturning is 1.60
a.3 If the factor of safety against sliding is 1.20
T
Yw = 1
m3
T
Ye = 2.4-
Which b among the three prevails?
(Note T is ton)
II
(coefficient of friction between
the base and foundation
(b) Using the value of b that prevails in part (a), determine
H = 0.60
b.1 the intersection of the resultant with the base
b.2 the maximum and minimum pressure intensity at the base. % of seepage below the base is 60.
Transcribed Image Text:六 Laboratory Problem Exercise #2 1m water surface Given the figure and the following data: 2m G. Determine (a) the width of base b on the conditions: 7 m a.1 The resultant intersects the base at the downstream edge of the middle third. GOY h a.2 If the factor of safety against overturning is 1.60 a.3 If the factor of safety against sliding is 1.20 T Yw = 1 m3 T Ye = 2.4- Which b among the three prevails? (Note T is ton) II (coefficient of friction between the base and foundation (b) Using the value of b that prevails in part (a), determine H = 0.60 b.1 the intersection of the resultant with the base b.2 the maximum and minimum pressure intensity at the base. % of seepage below the base is 60.
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