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Behavior and Soil–Structure Interaction of Pervious Concrete Ground-Improvement Piles under Lateral Loading

Undrained Young’s Modulus of Fine-Grained Soils

DeformationCharacteristicsandControlTechniquesatthe Shiziping Earth Core Rockfill Dam

Residual and Postliquefaction Strength of a Liquefiable Sand

Modeling the Performance of Stone Column–Reinforced Soft Ground under Static and Cyclic Loads

CPT-Based Liquefaction Triggering Procedure

Mechanical Behavior of Sands Treated by Microbially Induced Carbonate Precipitation

Interpretation of Cone Penetration Testing in Silty Soils Conducted under Partially Drained Conditions

Experimental Observations of Settlement of Footings Supported on Soft Clay Reinforced with Granular Columns: Laboratory Model Study

Design Oriented Linear-Equivalent Approach for Evaluating the Effect of Tunneling on Pipelines

Hal. Awal Sebelumnya 16 17 18 19 20 Berikutnya Hal. Akhir

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