13.1 through 13.4 Figure 13.39 shows a retaining wall that is restrained from yield- ing. For each problem, determine the magnitude of the lateral earth force per unit length of the wall. Also, find the location of the resultant, 7, measured from the bottom of the wall. Over-consolidation T自T客T Problem ' (deg) ratio, OCR 19.2 kN/m 121 lb/ft 179 kN/m 118 lb/ft 13.1 7.5 m 31 2.2 13.2 27 ft 38 1.9 13.3 11 m 28 1.3 13.4 16 ft 41 1.0 Sand Unit weight = y (or density = p) H c' = 0 8' (angle of wall friction) = 0 Activate Windows Go to PC settings to activate Windows. Figure 13.39
13.1 through 13.4 Figure 13.39 shows a retaining wall that is restrained from yield- ing. For each problem, determine the magnitude of the lateral earth force per unit length of the wall. Also, find the location of the resultant, 7, measured from the bottom of the wall. Over-consolidation T自T客T Problem ' (deg) ratio, OCR 19.2 kN/m 121 lb/ft 179 kN/m 118 lb/ft 13.1 7.5 m 31 2.2 13.2 27 ft 38 1.9 13.3 11 m 28 1.3 13.4 16 ft 41 1.0 Sand Unit weight = y (or density = p) H c' = 0 8' (angle of wall friction) = 0 Activate Windows Go to PC settings to activate Windows. Figure 13.39
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
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
Transcribed Image Text:13.1 through 13.4 Figure 13.39 shows a retaining wall that is restrained from yield-
ing. For each problem, determine the magnitude of the lateral earth force per
unit length of the wall. Also, find the location of the resultant, 7, measured
from the bottom of the wall.
Over-consolidation
ratio, OCR
Problem
H
4' (deg)
13.1
7.5 m
31
19.2 kN/m³
2.2
13.2
27 ft
38
121 lb/ft³
1.9
13.3
11 m
28
179 kN/m³
1.3
13.4
16 ft
41
118 lb/ft³
1.0
Sand
Unit weight = y (or density = p)
H
c' = 0
8' (angle of wall friction) = 0
Activate Windows
Go to PC settings to activate Windows.
Figure 13.39
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