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Anisotropy of Undrained Shear Strength of an Over-Consolidated Soil by Triaxial and Plane Strain Tests

机译：通过三轴和平面应变试验对过阳合物过泛的剪切强度的各向异性

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Laksiri C. Kurukulasuriya; Masanobu Oda; Hidehiko Kazama;
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年度 1999
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6. Disturbance function for soil disturbed state strength based on X-ray computed tomography triaxial test [O] . X. Li, S. J. Wang, B. H. He, 2015

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7. (Table 12) Undrained shear strength and effective overburden stress ratio from CIU triaxial tests and adjusted for the in situ KQ condition for DSDP Hole 86-576A sediments [O] . The Marine Geotechnical Consortium 1985

机译：（表12）CIU三轴试验的不排水抗剪强度和有效覆盖层应力比，并对DsDp孔86-576a沉积物的原位KQ条件进行了调整

Anisotropy of Undrained Shear Strength of an Over-Consolidated Soil by Triaxial and Plane Strain Tests

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