Results 71 to 80 of about 30,141 (157)
In order to study the water retention curve of remolded loess with different degrees of compaction, the self-made low suction measurement device, tensiometer and GDS unsaturated soil triaxial apparatus were used to measure the water retention curve of ...
WANG Lai-cai 1, 2, HU Hai-jun 1, 2, WANG Chen 1, 2, KANG Shun-xiang 1, 2
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The large pore structure of loess is a key factor governing the geotechnical environment in northwestern China. It not only dominates the mechanical strength of geotechnical bodies in this region but also significantly regulates their thermoelectric response characteristics.
Zhao Duan +7 more
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In order to explore the influence of different forming processes on the water-retention and seepage characteristics of unsaturated loess, the pressure plate apparatus is used to test the soil-water characteristic curves of three types of remolded loess ...
TENG Hongwei 1, ZHU Junchuan 1, ZHAO Zhongzhong 1, WEI Xiaona 2, PU Jinsheng 2, GUO Nan 2
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The unconfined penetration test (UP test) is one of the indirect methods to measure the tensile strength of soils. Through a series of UP tests of undisturbed and remolded loess, the split angle (α) of the wedge body which was shaped in the process of ...
Xuyang Wu +3 more
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The confined compression test is the most widely used test to study the compressive deformation of soil in a laboratory, and the height–diameter (H/D) ratio has a significant effect on the confined compression test results.
Wang Yao +7 more
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Stability analyses of earth structures composed of granite residual soils (GRSs) are consistently essential, particularly under significant vibrational loading. In these analyses, it is stressed that the residual strength ought to be applied instead of peak strength.
Chen Fang +6 more
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DEM analysis of isotropic compression tests on remolded and structured unsaturated loess
The macroscopic and microscopic mechanical responses of remolded and structured unsaturated loess are investigated under isotropic compression using the distinct element method (DEM).
JIANG Ming-jing 1, 2, 3, 4, ZHANG Hao-ze 1, 2, LI Tao1, 2, ZHANG Peng 3, 4
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Effect of Freeze–Thaw Action on Mesostructure of Ecological Fiber Reinforced Loess
Traditional chemical additives inevitably pollute, damage, and destroy the ecological environment and natural resources while simultaneously addressing the requirements of engineering construction in loess areas. Additionally, freeze–thaw cycles exert a substantial influence on the long‐term durability of engineering structures located in areas with ...
Zhongnan Gao +6 more
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The study conducted a pure rotation test of 720° for saturated remolded Q2 loess under principal stress axis (PSA) rotation when deviatoric stress and the intermediate principal stress ratio are different, also paying attention to examining the changes ...
Sui Wang +8 more
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The soils in the eastern region of Qinghai, China, are characterized by typical unsaturated loess with poor engineering properties, rendering them susceptible to geological disasters such as landslides. To investigate the mechanical properties of these soils, triaxial and direct shear tests were conducted, followed by simulations of deformation and ...
Gang Wei +8 more
wiley +1 more source

