Building has to be supported over a raft foundation of dimension 15 m * 25 m. The soil is clay having unconfined compressive strength of 20 KN/m2. The safe pressure to be applied at the base of raft is 180 KN/m2. The building has provision of basement floor then recommended the depth of raft foundation. use factor of safety 3.0 and unit weight of clay 19 KN/m3. Adopt skempton's approach.

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Ultimate Bearing Capacity Of Shallow Foundations: Special Cases
Section: Chapter Questions
Problem 7.6P
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Building has to be supported over a raft
foundation of dimension 15 m * 25 m. The
soil is clay having unconfined compressive
strength of 20 KN/m2. The safe pressure to
be applied at the base of raft is 180 KN/m2.
The building has provision of basement
floor then recommended the depth of raft
foundation. use factor of safety 3.0 and unit
weight of clay 19 KN/m3. Adopt skempton's
approach.
Transcribed Image Text:Building has to be supported over a raft foundation of dimension 15 m * 25 m. The soil is clay having unconfined compressive strength of 20 KN/m2. The safe pressure to be applied at the base of raft is 180 KN/m2. The building has provision of basement floor then recommended the depth of raft foundation. use factor of safety 3.0 and unit weight of clay 19 KN/m3. Adopt skempton's approach.
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