Anisotropic Deformation-Strength Properties of Soft Sedimentary Rock “Shirasu” Originated From Pyroclastic Flows
- 1 December 1984
- journal article
- Published by Elsevier BV in Soils and Foundations
- Vol. 24 (4), 84-94
- https://doi.org/10.3208/sandf1972.24.4_84
Abstract
No abstract availableThis publication has 11 references indexed in Scilit:
- Anisotropic Deformation-Strength Characteristics of an Assembly of Spherical Particles Under three Dimensional StressesSoils and Foundations, 1981
- Anisotropic Deformation Characteristics of Sand Under Three Dimensional Stress ConditionsSoils and Foundations, 1979
- A Method of the Identification and Classification of Pyroclastic Flow Deposits Due to HardnessSoils and Foundations, 1979
- Deformation Characteristics of Highly Compressible Sand “Shirasu”Soils and Foundations, 1977
- Induced anisotropy in a sandGéotechnique, 1977
- Geological, Physical, and Mechanical Properties of “ Shirasu ” and its Engineering ClassificationSoils and Foundations, 1973
- The Mechanism of Fabric Changes During Compressional Deformation of SandSoils and Foundations, 1972
- Inherent anisotropy in a sandGéotechnique, 1972
- Effect of Surface Roughness on the Shear Characteristics of Granular MaterialsSoils and Foundations, 1969
- Effect of Water Content on the Shear Characteristics of Granular Soils such as ShirasuSoils and Foundations, 1969