Results 51 to 60 of about 12,207 (167)
Scale effect of rockfill materials using super-large triaxial tests
A super-large triaxial apparatus and a common large triaxial apparatus are used to conduct triaxial tests on quarried rockfill materials with the maximum particle size dmax of 200 and 60 mm in parallel gradation. The study mainly focuses on the effect of
KONG Xian-jing 1, 2, NING Fan-wei 1, 2, LIU Jing-mao 1, 2, ZOU De-gao 1, 2, ZHOU Chen-guang 1, 2
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Evaluation of Critical Dynamic Stress and Accumulative Plastic Strain of an Unbound Granular Material Based on Cyclic Triaxial Tests. [PDF]
Zhang Q +5 more
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A Device for Triaxial Compression Test of Sand
SYNOPSIS In this paper a special device for triaxial compression test of sandy specimen is introduced which serves to maintain the proper shape of specimen before sufficient lateral pressure is applied thereto.
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Anisotropically Consolidated Undrained Compression Test on Residual Soil
In Malaysia, the shear strength and corresponding deformation characteristics of residual soils are normally investigated by isotropically consolidated undrained (CIU) triaxial test.
Lim Jun Xian +3 more
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A three-dimensional discrete element model of triaxial tests based on a new flexible membrane boundary. [PDF]
Qin Y +6 more
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True triaxial tests on unsaturated soils with suction-controlled condition
Based on the new true triaxial apparatus of Xi’an University of Technology, the pedestal of the pressure chamber is installed with a high-air-entry-value ceramic disk and porous plate is placed on the top of the specimens.
ZHENG Fang 1, SHAO Sheng-jun 1,2, ZHANG Bo 1, SHE Fang-tao 1
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Deep engineering disasters, such as rockbursts and collapses, are more related to the shear slip of rock joints. A novel multifunctional device was developed to study the shear failure mechanism in rocks. Using this device, the complete shear–deformation
Jun Zhao +4 more
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Study on GMZ bentonite-sand mixture by undrained triaxial tests
It is particularly necessary to study the deformation, strength and the changes of pore water pressure of bentonite-based buffer/backfill materials under the undrained condition.
Sun Wen-jing +6 more
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Discrete Element Modelling of the Mechanical Behavior of Sand-Rubber Mixtures under True Triaxial Tests. [PDF]
Liu Y, Liao X, Li L, Mao H.
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This document presents a brief explanation of the shear strength theory, an overview of the main types of triaxial tests that are performed more frequently in a geotechnical laboratory and a detailed listing of the different components that make up the triaxial test equipment acquired by the LanammeUCR Geotechnical Laboratory.
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