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CPT-Based Liquefaction Triggering Procedure
392.64
Mechanical Behavior of Sands Treated by Microbially Induced Carbonate Precipitation
392.64
Modeling the Performance of Stone Column–Reinforced Soft Ground under Static and Cyclic Loads
392.64
Residual and Postliquefaction Strength of a Liquefiable Sand
392.64
DeformationCharacteristicsandControlTechniquesatthe Shiziping Earth Core Rockfill Dam
392.64
Undrained Young’s Modulus of Fine-Grained Soils
392.64
Behavior and Soil–Structure Interaction of Pervious Concrete Ground-Improvement Piles under Lateral Loading
392.64
Incorporating theStress History Parameter KD of DMT into the Liquefaction Correlations in Clean Uncemented Sands
392.64
Behavioral Thresholds in Mixtures of Sand and Kaolinite Clay
392.64
Hydraulic Conductivity of Geosynthetic Clay Liners to Recirculated Municipal Solid Waste Leachates
392.64