| [1] |
GAO Zhibin, WEN Shengliang, REN Jianxing, JI Shengwei.
Experimental Study on the Strength Characteristics of Tianjin Binhai Shallow Soft Soil Improved by Lime
[J]. Soil Engineering and Foundation, 2025, 39(5): 799-802.
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| [2] |
WANG Tao, HU Bo, LIU Jun, CHEN Pinzhang.
Experimental Study on Shear Strength of a Root-Soil Composite of a Modified Expansive Soil
[J]. Soil Engineering and Foundation, 2023, 37(5): 835-840.
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| [3] |
YAO Qi, YU Jianmin, ZHENG Hongjian, WEI Houzhen, CHEN Pan, LI Huan.
A Characterization Study on Coral Sands Interface Shear Practice Breakage
[J]. Soil Engineering and Foundation, 2023, 37(2): 279-283.
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| [4] |
WU Guoying, PAN Shenggui, ZHENG Weijun.
Undrained Shear strength Parameters for Residual Granitic Soil Samples Under Different Test Conditions
[J]. Soil Engineering and Foundation, 2022, 36(6): 972-976.
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| [5] |
JIANG Kaifang, ZHU Changqi, MA Chenghao, YI Mingxing, HUO Yulong, .
Experimental Study on the Influence of Particle Shape on the Compressive Characteristics of Sand
[J]. Soil Engineering and Foundation, 2022, 36(4): 630-634.
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| [6] |
HUANG Shaoran, MU Chunmei, .
Research Progress of a New Photogrammetry Method in Triaxial Tests
[J]. Soil Engineering and Foundation, 2022, 36(4): 649-652.
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| [7] |
NI Zhe, LIU Zhikui, LI Shanmei, DONG Binghong, XI Danni, TAN Mingcan.
Influence of Water Content on Submerged Erosion of Gravel-Sand Foundation A Case Study of Li River Terrace in Guilin
[J]. Soil Engineering and Foundation, 2022, 36(3): 406-409.
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| [8] |
GU Liqiang, LIU Peng, ZHANG Kaiwei, LI Zhao.
Comparative Study of Sand Cone and Cutting-Ring Methods in Determining Degrees of Compaction of Foundation Soils
[J]. Soil Engineering and Foundation, 2022, 36(1): 70-73.
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| [9] |
LUO Shangyi, ZHANG Haotian, GAO Kanghua, HOU Geyuan, YANG Jun, ZHANG Xin.
Simulation of the Dynamic Breakage of a Single Coral Sand Particle under Impact Loads
[J]. Soil Engineering and Foundation, 2021, 35(6): 754-758.
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| [10] |
ZHAO Kelie, ZHENG Hongjian, LI Jian, YANG Zhiyong.
Development and Application of a Combined Testing Device for SmallStrain Parameters of Soil
[J]. Soil Engineering and Foundation, 2021, 35(2): 238-242.
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HE Tianjie1,2, LIU Zhikui1,2, DONG Binghong1,2, LI Yiran1,2.
Consolidation Characteristics of Red Clay in Guilin Karst Terrain
[J]. , 2019, 33(4): 442-445.
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| [12] |
LI Shu1, FENG Hongchao1, ZHANG Lizhan2.
Considerations on the Laboratory Testing Standards-Using Triaxial Shear Test and One-Dimensional Consolidation Test at High Pressure
[J]. , 2019, 33(3): 320-325.
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| [13] |
CHEN Huodong1,2, WEI Houzhen3, FENG Zheng1,2, ZOU Yuanjing3.
Study on Strength and Particle Shape of Calcareous Sand Particle
[J]. , 2018, 32(6): 637-641.
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| [14] |
CHEN Chundong1, CAI Kainan2, WANG Hanwu3, HU Shenggang3.
Application of the Heavy Dynamic Cone Penetration Test in the Quality Control in Airport Fills
[J]. , 2018, 32(3): 350-354.
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| [15] |
HU Jia-Wei.
Comparative Study of Reservoir Bank Railway Embankment Protection Measures
[J]. , 2018, 32(2): 132-134.
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