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Principles of Foundation Engineering (MindTap Course List)

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter13: Retaining Walls

Section: Chapter Questions

Problem 13.1P

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Question

Considering the effects of the construction process, calculate the
displacements verticals for the confined masonry wall shown.
Suppose:
Columns: 0.15 x 0.15 m
Ec = 2,000,000 ton/m2
Masonry:
0.15 x 2.00 m cloths
Ea= 500,000 ton/m2
Pi = permanent charges per level (ton)
RESULTS
20m 20 x
81 = 0.0003161 82 = 0.0004023
83 = 0.0002586
2.5
P3 = 15 ton
P2 = 20 ton
2.5 m
P1 = 20 ton
2.5

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