Results 21 to 30 of about 3,624,143 (259)
By using the GDS-RCA resonant column system, the dynamic characteristics of rubber-sand mixtures (RSMs) under different rubber contents, particle size ratios and confining pressures are tested, and the coupling effect law and mechanism of three factors ...
LIU Fang-cheng 1, YAO Yu-wen 1, BU Guo-bin 1, JING Li-ping 2, BIN Jia 1
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Research on Comparison of the Maximum Dynamic Shear Modulus Test [PDF]
Dynamic soil modulus and damping ratio are the two basic parameters to describe dynamic deformation characteristics of the soil. There are three ways to obtain soil dynamics parameters i.e. field test, laboratory test, and calculating empirical.
Wenxia, Cai +2 more
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Dynamic responses of calcareous foundation reinforced by microbially induced calcite precipitation
The microbially induced calcite precipitation (MICP) is a green and ecofriendly technique to efficiently improve soil strength and mitigate liquefaction potential of soil.
XIAO Peng 1, 2, LIU Hanlong 1, 3, SHI Jinquan 1, 3, HE Xiang 1, 3, CHU Jian 4, XIAO Yang 1, 3
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Blood exposure to supraphysiological shear stress within mechanical circulatory support is suspected of reducing red blood cell (RBC) deformability and being primal in the pathogenesis of several secondary complications.
Michael J. Simmonds +5 more
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Calcareous sand deposits are widespread along the shoreline in tropical and subtropical regions. Microbially induced calcite precipitation (MICP) treatment is a new method for improving the soil’s stiffness and strength.
Xinlei Zhang +8 more
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The dynamic shear modulus and damping ratio are two important parameters for the dynamic stability analysis of geotechnical structures and offshore sites.
LIU Xin 1, LI Sa 1, LIU Xiao-long 2, CHEN Wen-wei 2
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Experimental Study of Awash Soil under Static and Cyclic Shear Loading
The dynamic soil properties (shear modulus and damping ratio) are of great importance for the analysis and design of geotechnical structures subjected to dynamic loads such as earthquake. Cyclic simple shear tests were conducted to study the variation of
Tigistu Abu Arficho, Argaw Asha Ashango
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The Objective of this code is to solve a "modified version of the Mechanistic-Empirical Design Guide master curve equation". This program reads directly the raw output data related to a series of tests performed for a single Hot Mix Asphalt Material from
Armin Motahari
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Reversible Rail Shear Apparatus Applied to the Study of Woven Laminate Shear Behavior [PDF]
The multitude of in-plane shear tests existing in the literature seems to demonstrate the complexity of developing a test adapted to all experimental works.
Bouvet, Christophe +3 more
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To determine the appropriate stiffness coefficient k values for rubber belts used in dynamic testing of the elastic modulus and shear modulus of timber and solid wood composite materials, this study employed three different thicknesses of rubber belts ...
Benhuan Xu +4 more
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