[1] |
ZUO Yong-zhen, ZHAO Na.
Experimental study on the seepage filter protection
of core-wall material slurry under extreme conditions
[J]. Rock and Soil Mechanics, 2020, 41(2): 520-526.
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[2] |
YAN Chao-ping, LONG Zhi-lin, ZHOU Yi-chun, KUANG Du-min, CHEN Jia-min, .
Investigation on the effects of confining pressure and particle size
of shear characteristics of calcareous sand
[J]. Rock and Soil Mechanics, 2020, 41(2): 581-591.
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[3] |
WANG Gang, WEI Lin-yi, WEI Xing, ZHANG Jian-min.
Permeability evolution of compacted clay during triaxial compression
[J]. Rock and Soil Mechanics, 2020, 41(1): 32-38.
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[4] |
ZHOU Meng-jia, WEN Yan-feng, DENG Gang, WANG Yun-jia, SONG Er-xiang, .
Three-dimensional discrete element simulation of random breaking strength and size effect in single particle splitting test of rockfill
[J]. Rock and Soil Mechanics, 2019, 40(S1): 503-510.
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[5] |
LIU Meng-shi, LUO Qiang, JIANG Liang-wei, LU Qing-yuan, LIANG Duo-wei, .
Boundary pore characteristics and optimal treatment thickness
in seepage test of coarse grained soil
[J]. Rock and Soil Mechanics, 2019, 40(5): 1787-1796.
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[6] |
GAO Gui-yun, WANG Cheng-hu, WANG Chun-quan,.
Optimal size range study of rock specimen for double concentric annular core direct tensile test
[J]. , 2018, 39(S1): 191-202.
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[7] |
LI Yang, SHE Cheng-xue.
Numerical simulation of effect of size on crushing strength of rockfill grains using particle flow code
[J]. , 2018, 39(8): 2951-2959.
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[8] |
SU Hui, YANG Jia-qi, HU Bao-wen, GAO Xuan, MA Hui, .
Study of particle size effect of rock model based on
particle discrete element method
[J]. Rock and Soil Mechanics, 2018, 39(12): 4642-4651.
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[9] |
XUE Chen, FU Wen-xi, HE Si-ming,.
Development of assembled variable dimension direct shear apparatus
[J]. , 2018, 39(10): 3907-3914.
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[10] |
ZHOU Hai-juan, MA Gang, YUAN Weir, ZHOU Wei, CHANG Xiao-lin, .
Size effect on the crushing strengths of rock particles
[J]. , 2017, 38(8): 2425-2433.
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[11] |
ZHANG Yu-cheng, YANG Guang-hua, HU Hai-ying, LIU Xiangyu-yu, LUO Yi-dao, JIANG Yan,.
Discussion on size effect of plate loading test and determination
of bearing capacity of subgrade
[J]. , 2016, 37(S2): 263-272.
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[12] |
WANG Hong-xin.
Size effect of foundation pits and calculation method of safety factor
of heave-resistant stability considering excavation width
[J]. , 2016, 37(S2): 433-441.
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[13] |
WANG Qing-yuan ,ZHU Wan-cheng ,LIU Hong-lei ,NIU Lei-lei ,LI Ru-fei , .
Size effect of long-term strength of sandstone under uniaxial compression
[J]. , 2016, 37(4): 981-990.
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[14] |
LIANG Chang-yu, LI Xiao, WU Shu-ren,.
Research on energy characteristics of size effect of granite under low / intermediate strain rates
[J]. , 2016, 37(12): 3472-3480.
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[15] |
FENG De-luan , FANG Ying-guang , .
Theoretical and experimental study of particle size effect of direct shear mechanical properties of soil
[J]. , 2015, 36(S2): 81-88.
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