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(1) Free water in the voids of soil includes _water and water. (2) The Plastic Limit wp =18% and Liquid Limit w =36% for a clayey soil, if water content w =20%, then the Liquidity Index I= and the hardness degree of the soil is (3) Seepage occurs in the soil can result in etc. problems.

(1) Free water in the voids of soil includes _water and water. (2) The Plastic Limit wp =18% and Liquid Limit w =36% for a clayey soil, if water content w =20%, then the Liquidity Index I= and the hardness degree of the soil is (3) Seepage occurs in the soil can result in etc. problems.

Structural Analysis
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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1 Fill in the blanks (! (1) Free water in the voids of soil includes (2) The Plastic Limit wp =18% and Liquid Limit w =36% for a clayey soil, if water content w _water and _water. =20%, then the Liquidity Index I=_ and the hardness degree of the soil is (3) Seepage occurs in the soil can result in etc. problems. (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 Oedometrie 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.
Transcribed Image Text:1 Fill in the blanks (! (1) Free water in the voids of soil includes (2) The Plastic Limit wp =18% and Liquid Limit w =36% for a clayey soil, if water content w _water and _water. =20%, then the Liquidity Index I=_ and the hardness degree of the soil is (3) Seepage occurs in the soil can result in etc. problems. (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 Oedometrie 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.
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