Results 11 to 20 of about 6,279 (248)
Study of Gravelly Soil Core Material Using a Large-Scale Triaxial Wetting Test
Wetting deformation has a significant impact on dam safety, and is one of the leading causes of the long-term deformation of dams. For dams to operate safely, it is crucial to precisely estimate the extent of wetting deformation using a reasonable ...
Yuyang Qin +3 more
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Determination of the Internal Friction Angle of Gravel based on the p-q Graph for Direct Shear Tests [PDF]
Since its simplicity and availability, direct shear test is a current one. This test, compared to the triaxial test, provides different values for the parameters of the gravel due to the specific shape of the test device and the test approach.
Mohammad Reza Basiri +1 more
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Research on Creep Characteristics and the Model of Artificial Frozen Soil
To study the long-term stability of the large-scale freezing project, the longest subway connecting channel constructed by the artificial freezing method in China is taken as the background.
Chaochao Zhang +4 more
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Experimental study on mechanical properties and constitutive relation of CSG materials
The stress-strain relationship curve of cementitious CSG materials is obtained through the large-scale triaxial tests, and its mechanical properties are analyzed.
ZHAO Shougang 1, 2, LI Na 1, 2, HE Xianfeng 1, 2
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As the typical multi-phase geotechnical material, the particle size distribution of the natural soil–rock mixture (S–RM) has a significant impact on the structural and mechanical properties.
Zhenping Zhang +5 more
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In order to effectively simulate the mechanical behavior of lateral flexible latex film used in large-scale triaxial tests on soil-rock mixture (SRM), a feasible three-dimensional discrete element (3-D DEM) modeling method, named 3-D wall-arrangement ...
JIN Lei 1,2, ZENG Ya-wu 2
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Fine particle content is an important physical state parameter of graded macadam materials used in heavy-haul railway subgrade beds. Understanding the micro-influence mechanism of the fine particle content on the filler’s dynamical characteristics is of ...
Zhihao Yang +3 more
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Experimental study on particle breakage behaviors of rockfill under cyclic loadings
Using the large-scale dynamic triaxial apparatus, a series of cyclic drained triaxial shearing tests are performed on there kinds of rockfill materials with different confining pressures, consolidation stress ratios and dynamic stress amplitudes to ...
ZHANG Zhen-dong 1, 2, LI Guo-ying 1
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In this study, for triaxial compression testing in geotechnical engineering, large-scale triaxial shear tests of coarse-grained soil were performed under end-restraint and end-free (microfriction) conditions utilizing a large-scale triaxial shear ...
Yanli Wang +4 more
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Unified modeling behavior of rockfill materials along different loading stress paths
Rockfill materials used for dam construction show obvious stress path dependency during construction process. The constitutive model for rockfill materials are mainly established based on conventional triaxial test.
Shihai Bian +4 more
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