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Study on the Dynamic Deformation of Road High Liquid Limit Subgrade Soil
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Settlement of Funing Natural Clays under 14-Year Embankment Loads: A Case Study
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A Practical Design Method to Determine the Replacement Time of Light Embankment
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84
Study on the Dynamic Response of Landslide Subjected to Earthquake by the Improved DDA Method
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85
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Effect of Axial Pressure on Lime-Treated Expansive Soil Subjected to Wetting and Drying Cycles
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Performance of a Large-Scale Excavation by Bottom-Up Technique in Hangzhou Soft Clay
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90
Effect of Particle Breakage and Shape on the Mechanical Behaviors of Granular Materials
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91
Traffic light system regulation of induced seismicity under multi-well fluid injection
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92
Predicting Response of Constructed Tunnel to Adjacent Excavation with Dewatering
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93
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Experimental Study on Dynamic Resilient Modulus of Lime-Treated Expansive Soil
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95
Solidification/Stabilization of Textile Sludge as Subgrade: Usage of Binders and Skeleton Material
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Convolutional neural network prediction of the particle size distribution of soil from close-range images
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Mechanical Behavior of Cemented Sand Reinforced with Different Polymer Fibers
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