SHEAR STRENGTH OF UNDISTURBED SAMPLE OF DECOMPOSED GRANITE SOIL

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概要

• 論文の詳細を見る

• rights: 社団法人地盤工学会rights: 本文データは学協会の許諾に基づきCiNiiから複製したものであるrelation: IsVersionOf: http://ci.nii.ac.jp/naid/110003913657/The residual soils (called Masado in Japan) derived from weathering of granitic rocks are tested to make their shear strength clear by the improved direct shear tests on their undisturbed samples coated by hard gypsum plaster. The shear strength of Masado is closely related to two weathering indices; i.e., porosity and ignition loss. The apparent cohesions and the internal friction angles determined by the direct shear testes on small size samples under constant volum eand constant normal stress are well in accordance with those determined by the drained triaxial compression tests on large size samples (Shono, et al., 1975). When concerned especially with clayey and silty Masados, the failure envelope derived from the direct shear tests under constant volume and constant normal stress is never straight. This is due to the reason that breaking of weathered particles occurs during the shear failure under relatively small normal stress less than 6 kg/cm^2.

• 社団法人地盤工学会の論文
• 1976-03-15

著者

• 小田 匡寛

  Department Of Foundation Engineering Saitama University

• 小野寺 透

  Department Of Foundation Engineering Saitama University

• 南 和美

  Department of Civil Engineering, Saitama Prefectural Government

• 南 和美

  Department Of Civil Engineering Saitama Prefectural Government

関連論文

• ELASTIC COMPLIANCE FOR ROCK-LIKE MATERIALS WITH RANDOM CRACKS
• ELASTIC COMPLIANCE FOR ROCK-LIKE MATERIALS WITH RANDOM CRACKS
• On the Influence of Progressive Failure on the Bearing Capacity of Shallow Foundations in Dense Sand(ディスカッション)
• ON THE RELATION τ/σ_N=κ・tanψ IN THE SIMPLE SHEAR TEST
• CO-ORDINATION NUMBER AND ITS RELATION TO SHEAR STRENGTH OF GRANULAR MATERIAL
• ON THE RELATION τ/σ_N=κ・tanψ IN THE SIMPLE SHEAR TEST
• ON STRESS-DILATANCY RELATION OF SAND IN SIMPLE SHEAR TEST
• A MICROSCOPIC STUDY ON SHEAR MECHANISM OF GRANULAR MATERIALS
• THE MECHANISM OF FABRIC CHANGES DURING COMPRESSIONAL DEFORMATION OF SAND
• INITIAL FABRICS AND THEIR RELATIONS TO MECHANICAL PROPERTIES OF GRANULAR MATERIAL
• A MECHANICAL AND STATISTICAL MODEL OF GRANULAR MATERIAL
• DEFORMATION MECHANISM OF SAND IN TRIAXIAL COMPRESSION TESTS
• THE MECHANISM OF FABRIC CHANGES DURING COMPRESSIONAL DEFORMATION OF SAND
• EFFECT OF STRENGTH ANISOTROPY ON BEARING CAPACITY OF SHALLOW FOOTING IN A DENSE SAND
• EXPERIMENTAL STUDY OF ANISOTROPIC SHEAR STRENGTH OF SAND BY PLANE STRAIN TEST
• ROTATION OF PRINCIPAL STRESSES IN GRANULAR MATERIAL DURING SIMPLE SHEAR
• MICROSCOPIC DEFORMATION MECHANISM OF GRANULAR MATERIAL IN SIMPLE SHEAR
• SHEAR STRENGTH OF UNDISTURBED SAMPLE OF DECOMPOSED GRANITE SOIL
• マサ土の乱さない試料のセン断強度(『土質工学会論文報告集』Vol.16,No.1(1976年3月発行)掲載論文の概要)
• SHEAR STRENGTH OF UNDISTURBED SAMPLE OF DECOMPOSED GRANITE SOIL
• THE EFFECT OF CRACK GEOMETRY ON HYDRODYNAMIC DISPERSION IN CRACKED MEDIA
• INITIAL FABRICS AND THEIR RELATIONS TO MECHANICAL PROPERTIES OF GRANULAR MATERIAL

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