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    Explicit Dynamic DDA Method considering Dynamic Contact Force by Jian Zhao, Ming Xiao, Juntao Chen, Dongdong Li

    Published 2016-01-01
    “…The calculation results show that the new DDA method can be applied in large-scale geotechnical engineering.…”
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    Article
  3. 123

    Experimental Study on Cracking Behavior and Mechanism in Desiccating Soils in Xi’an, Shaanxi Province, China by Xin Wei, Chongyang Gao, Dongdong Yan, Ke Liu

    Published 2020-01-01
    “…Drying-induced cracks are frequently observed in soils, which can severely influence the mechanical parameters of soils in geotechnical engineering applications. In addition, geohazards can also be accelerated with the formation of preferential path in slopes caused by cracks in soils. …”
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    Article
  4. 124

    A Review on Soil-Foundation-Interaction Models by Gaurav Pandey, Dhirendra Patel, Vishal Mourya, Rajesh Kumar, Suresh Kumar

    Published 2023-08-01
    “…This paper deals with the different types of soil-foundation interaction models useful for structural as well as geotechnical engineers and researchers for safe and economical raft design. …”
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    Article
  5. 125

    Research on the Geostatic Stress Field Procedure under Complex Conditions by Xue-yan Wang, Yi-li Yuan, Chang-ming Hu, Yuan Mei

    Published 2021-01-01
    “…Geostatic stress field procedure is the first and the most important step for the numerical simulation of geotechnical engineering, which greatly influences the simulation results. …”
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    Article
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    Integration and Application of a Fabric-Based Modified Cam-Clay Model in FLAC<sup>3D</sup> by Xiao-Wen Wang, Kai Cui, Yuan Ran, Yu Tian, Bo-Han Wu, Wen-Bin Xiao

    Published 2025-01-01
    “…Numerical simulation results indicate that considering anisotropy and three-dimensional strength in geotechnical engineering analysis is necessary. By accounting for the interaction between microstructure and macroscopic anisotropy, the model can more accurately represent soil behavior, providing significant advantages for geotechnical analysis.…”
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    Article
  12. 132

    Dynamic Shear Properties of Recycled Waste Steel Slag Used as a Geo-Backfill Material by Liyan Wang, Jiatao Yan, Qi Wang, Binghui Wang, Wenxue Gong

    Published 2019-01-01
    “…The comparisons of the dynamic shear properties of the steel slag with those of Nanjing fine sand and Fujian standard sand showed that the steel slag had similar dynamic shear resistance to Fujian standard sand and had potential to become a substitute for sand in the practical geotechnical engineering in the future.…”
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  13. 133

    On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review by Fazal E. Jalal, Yongfu Xu, Babak Jamhiri, Shazim Ali Memon

    Published 2020-01-01
    “…This work will help geotechnical engineers to opt for suitable CSM in the field of geoenvironmental engineering in committing to sustainable construction of civil engineering structures over expansive soils.…”
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    Article
  14. 134

    On the Location of Multiple Failure Slip Surfaces in Slope Stability Problems Using the Meshless SPH Algorithm by Liang Li, Ming Zhai, Xianzhang Ling, Xuesong Chu, Bin Hu, Yungming Cheng

    Published 2020-01-01
    “…The occurrence of multiple critical slip surfaces with equal importance in rehabilitating and reinforcing slopes has been frequently observed in geotechnical engineering practices. The simultaneous determination of these potential slip surfaces is, however, not trivial. …”
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  15. 135

    Effects of Clay and Moisture Content on Direct Shear Tests for Clay-Sand Mixtures by Muawia A. Dafalla

    Published 2013-01-01
    “…The direct shear test using shear box is commonly recommended by practicing geotechnical engineers to obtain the cohesion and angle of internal friction for granular soils. …”
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    Article
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