Analysis of the Behavior of Undrained Pore Water Pressure in Saturated Sand by Isotropic Loading Test
2005
Eam, S.H. (Kongju National University, Kongju, Republic of Korea), E-mail: [email protected]
It is known in some literatures that the B value is not equal to unity in saturated soil when effective stress is given, in which the B Value is the ratio of measured excess pore water pressure and isometric loading pressure. In this study the B value was measured on various effective stresses and on various incremental loading stresses in various grain size of specimens with saturated sand. The test results showed that the B value was affected largely by grain size of sand in specimen and the amount of effective stress.
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