UNDRAINED PLANE STRAIN SHEAR TESTS ON SATURATED SAND USING A HOLLOW CYLINDER TORSIONAL SHEAR APPARATUS
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概要
- 論文の詳細を見る
A hollow cylinder torsional shear apparatus was modified and improved so that automatic stress-strain control and measurements were possible. Using this apparatus, a series of undrained plane strain shear tests was conducted on sand, and stress-strain behavior, such as rotation of principal stresses, shifting of the magnitude of intermediate principal stresses, and variation of normal stresses and strains, were closely examined. An attempt was also made to compare the plane strain shear behavior with the undrained shear behavior of sand in simple shear conditions.
- 社団法人地盤工学会の論文
- 1999-04-15
著者
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吉嶺 充俊
Lecturer Department Of Civil Engineering The University Of Tokyo 7-3-1 Hongo Bunkyo-ku Tokyo 113-865
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吉嶺 充俊
Tokyo Metropolitan University
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OZAY RECEP
Ph. D. Student, Istanbul Technical University, Turkey.
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SEZEN ATILA
Research Associate, ditto.
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ANSAL ATILLA
Professor, ditto. Manuscript was received for review on December 22, 1997. Written discussions on th
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Ozay Recep
Ph. D. Student Istanbul Technical University Turkey.
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Sezen Atila
Research Associate Ditto.
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Ansal Atilla
Professor Ditto. Manuscript Was Received For Review On December 22 1997. Written Discussions On This
関連論文
- 地震時の液状化に伴う砂地盤の沈下量予測(『土質工学会論文報告集』Vol.32,No.1 (1992年3月発行)掲載論文の概要)
- 液状化時の砂の流動ポテンシャル(『地盤工学会論文報告集』Vol.38,No.3 (1998年9月発行)掲載論文の概要)
- 主応力の方向と中間主応力の大きさが砂の非排水せん断挙動に与える影響(『地盤工学会論文報告集』Vol.38,No.3 (1998年9月発行)掲載論文の概要)
- FLOW POTENTIAL OF SAND DURING LIQUEFACTION
- EFFECTS OF PRINCIPAL STRESS DIRECTION AND INTERMEDIATE PRINCIPAL STRESS ON UNDRAINED SHEAR BEHAVIOR OF SAND
- LIQUEFACTION OF CLEAN SAND WITH STRATIFIED STRUCTURE DUE TO SEGREGATION OF PARTICLE SIZE
- Plasticity Modeling of the Effect of Sample Preparation Method on Sand Response (IWS-ATHENS 2003「地盤力学における予測とシュミレーション手法」特集号)
- UNDRAINED PLANE STRAIN SHEAR TESTS ON SATURATED SAND USING A HOLLOW CYLINDER TORSIONAL SHEAR APPARATUS