Drained Permanent Deformation of Sand Due to Cyclic Loading

Author:

Chang Ching S.,Whitman Robert V.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference15 articles.

1. Permanent Displacement of Sand With Cyclic Loading

2. Chang C. S. (1983a). “Constitutive modelling for sand—a particulate mechanics approach.” Proc. Int. Conf. on Constitutive Laws for Engineering Materials—Theory and Application Tucson Ariz. 175–182.

3. Residual Undrained Deformation from Cyclic Loading

4. Gately S. W. Whitman R. V. and Germaine J. T. (1985). “Cyclic triaxial testing of Leighton‐Buzzard 120/200 sand.” Dept. of Civil Engineering Report R85‐14 M.I.T. Cambridge Mass.

5. Hadge W. E. (1978). “A relationship between the drained and undrained cyclic behavior of sand ” thesis presented to the Massachusetts Institute of Technology at Cambridge Mass. in partial fulfillment of the requirements for the degree of Master of Science.

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