(4) The stress in the foundation can be divided into _and in which _is the main cause of the deformation of the foundation. (5) The greater the Oedometric modulus of the soil, the its compressibility. The Oedometric modulus is the reciprocal of (6) The ratio of consolidation settlement at a certain moment to the amount of the final consolidation is its magnitude range is (7) The shear strength of sandy soils is related to _etc. factors. (8) In laboratory, the shear strength of soils can be obtained by etc. tests. (9) The distinct failure modes of foundation include general shear, and (10) Sliding surface in a sandy soil slope is usually a , and in a clayey soil slope, it is usually a | (11) For a plane translational slip, the factor of safety is about the slope angle and the friction angle, i.e., F=_ If there is a seepage force in parallel to the slope surface, the factor of safety is decreased about (12) Compared with concrete and other materials, soils has the characteristics of etc.

(4) The stress in the foundation can be divided into _and in which _is the main cause of the deformation of the foundation. (5) The greater the Oedometric modulus of the soil, the its compressibility. The Oedometric modulus is the reciprocal of (6) The ratio of consolidation settlement at a certain moment to the amount of the final consolidation is its magnitude range is (7) The shear strength of sandy soils is related to _etc. factors. (8) In laboratory, the shear strength of soils can be obtained by etc. tests. (9) The distinct failure modes of foundation include general shear, and (10) Sliding surface in a sandy soil slope is usually a , and in a clayey soil slope, it is usually a | (11) For a plane translational slip, the factor of safety is about the slope angle and the friction angle, i.e., F=_ If there is a seepage force in parallel to the slope surface, the factor of safety is decreased about (12) Compared with concrete and other materials, soils has the characteristics of etc.

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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