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Discussion of “Soil Liquefaction–Induced Uplift of Underground Structures: Physical and Numerical Modeling” by Siau Chen Chian, Kohji Tokimatsu, and Santana Phani Gopal Madabhushi
Publisher: American Society of Civil Engineers
Developments in Modeling Liquefaction of Granular Soils, Caused by Cyclic Loads
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The aim of this review article is to present historical developments of mechanics of saturated granular soils in relation to the liquefaction phenomenon, as well as to analyze the present state ...
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 ...
New Type of Bottom Protection in Harbors—Design Method
Publisher: American Society of Civil Engineers
Abstract: A new method of designing the bottom protection in harbors and waterways where maneuvering ships may cause damage due to propeller-generated water streams is presented. The method proposed differs from others because the ...
Liquefaction of Silty Sand under Low-Amplitude Cyclic Triaxial Loading
Publisher: American Society of Civil Engineers
Abstract: Abstract The main purpose of the research is to study the process of liquefaction caused by
low-amplitude cyclic loading in silty sand samples. To achieve this goal, nonstandard
methods of applying cyclic loads in triaxial ...
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