(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.
(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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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