Deformation Behavior and Seismic Characteristics of Sandy Facies Opalinus Clay During Triaxial Deformation Under Dry and Wet Conditions

Valerian Schuster,Erik Rybacki,Audrey Bonnelye,Georg Dresen

Rock Mechanics and Rock Engineering（2024）

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摘要

Unconsolidated, undrained triaxial deformation tests were performed on sandy facies Opalinus Clay at 50 MPa confining pressure to characterize the effect of water and microfabric orientation on the deformation behavior, mechanical properties, and P-wave velocity evolution. Dry and wet (≈ 8 and > 95

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关键词

Opalinus Clay,Triaxial deformation,Geomechanics,P-wave velocity anisotropy,Microstructures

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