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RISDiscussion of “Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground” by Sung-Ryul Kim, Jae-lk Hwang, Hon-Yim Ko, and Myoung-Mo Kim
Publisher: American Society of Civil Engineers
Discussion of “Cyclic Strength of Sand under Sustained Shear Stress” by J. Yang and H. Y. Sze
Publisher: American Society of Civil Engineers
Discussion of “Effect of Loading Mode on Strain Softening and Instability Behavior of Sand in Plane-Strain Tests” by J. Chu and D. Wanatowski
Publisher: American Society of Civil Engineers
Compaction Beneath Flexible Pavement due to Traffic
Publisher: American Society of Civil Engineers
Abstract: The behavior of the pavement-subsoil system is analyzed from compaction due to traffic. A method of analysis is proposed based on the simple compaction theory and numerical algorithm that makes use of a standard finite ...
Simple Mathematical Model for Assessment of Seismic-Induced Liquefaction of Soils
Publisher: American Society of Civil Engineers
Abstract: In this paper the capability of a simple mathematical model of compaction/liquefaction applied for prediction of the seabed behavior subjected to the 1999 Kocaeli Earthquake is presented. The compaction/liquefaction model ...
Apparent Creep of Saturated Sand Caused by Intrinsic Cyclic Loading
Publisher: American Society of Civil Engineers
Abstract: An interesting phenomenon, designated as an apparent creep of saturated sand, is described on the basis of experimental data obtained from triaxial quasi-drained-controlled tests. In such tests, external stresses were kept ...