Effects of initial static shear stress and principal stress reversal on cyclic and post-cyclic undrained shear of sand

K. Yasuhara; S. Murakami; H. Komine; T. Unno

Effects of initial static shear stress and principal stress reversal on cyclic and post-cyclic undrained shear of sand

K. Yasuhara^*, S. Murakami, H. Komine, T. Unno

^*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

2 Citations (Scopus)

Abstract

This study describes the influences of initial static shear stress (ISSS) and principal stress reversal on cyclic and post-cyclic deformation characteristics in triaxial compression and extension tests on medium-loose Toyoura sand. Results from post-cyclic monotonic triaxial tests on specimens with and without ISSS showed that that the post-cyclic stiffness of anisotropically consolidated specimens with an ISSS increased in compression, but decreased in the case of post-cyclic extension loading. On the other hand, the post-cyclic stiffness of specimens subjected to ISSS in the extension domain decreased during cyclic loading in compression and increased in extension.

Original language	English
Title of host publication	Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering
Subtitle of host publication	Geotechnology in Harmony with the Global Environment
Pages	459-463
Number of pages	5
Publication status	Published - 2005 Dec 1
Externally published	Yes
Event	16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment, ICSMGE 2005 - Osaka, Japan Duration: 2005 Sep 12 → 2005 Sep 16

Publication series

Name	Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment
Volume	2

Conference

Conference	16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment, ICSMGE 2005
Country/Territory	Japan
City	Osaka
Period	05/9/12 → 05/9/16

ASJC Scopus subject areas

Soil Science
Geotechnical Engineering and Engineering Geology

Cite this

Yasuhara, K., Murakami, S., Komine, H., & Unno, T. (2005). Effects of initial static shear stress and principal stress reversal on cyclic and post-cyclic undrained shear of sand. In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment (pp. 459-463). (Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment; Vol. 2).

Effects of initial static shear stress and principal stress reversal on cyclic and post-cyclic undrained shear of sand. / Yasuhara, K.; Murakami, S.; Komine, H.; Unno, T.

Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment. 2005. p. 459-463 (Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment; Vol. 2).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Yasuhara, K, Murakami, S, Komine, H & Unno, T 2005, Effects of initial static shear stress and principal stress reversal on cyclic and post-cyclic undrained shear of sand. in Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment, vol. 2, pp. 459-463, 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment, ICSMGE 2005, Osaka, Japan, 05/9/12.

Yasuhara K, Murakami S, Komine H, Unno T. Effects of initial static shear stress and principal stress reversal on cyclic and post-cyclic undrained shear of sand. In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment. 2005. p. 459-463. (Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment).

Yasuhara, K. ; Murakami, S. ; Komine, H. ; Unno, T. / Effects of initial static shear stress and principal stress reversal on cyclic and post-cyclic undrained shear of sand. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment. 2005. pp. 459-463 (Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment).

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title = "Effects of initial static shear stress and principal stress reversal on cyclic and post-cyclic undrained shear of sand",

abstract = "This study describes the influences of initial static shear stress (ISSS) and principal stress reversal on cyclic and post-cyclic deformation characteristics in triaxial compression and extension tests on medium-loose Toyoura sand. Results from post-cyclic monotonic triaxial tests on specimens with and without ISSS showed that that the post-cyclic stiffness of anisotropically consolidated specimens with an ISSS increased in compression, but decreased in the case of post-cyclic extension loading. On the other hand, the post-cyclic stiffness of specimens subjected to ISSS in the extension domain decreased during cyclic loading in compression and increased in extension.",

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AU - Yasuhara, K.

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N2 - This study describes the influences of initial static shear stress (ISSS) and principal stress reversal on cyclic and post-cyclic deformation characteristics in triaxial compression and extension tests on medium-loose Toyoura sand. Results from post-cyclic monotonic triaxial tests on specimens with and without ISSS showed that that the post-cyclic stiffness of anisotropically consolidated specimens with an ISSS increased in compression, but decreased in the case of post-cyclic extension loading. On the other hand, the post-cyclic stiffness of specimens subjected to ISSS in the extension domain decreased during cyclic loading in compression and increased in extension.

AB - This study describes the influences of initial static shear stress (ISSS) and principal stress reversal on cyclic and post-cyclic deformation characteristics in triaxial compression and extension tests on medium-loose Toyoura sand. Results from post-cyclic monotonic triaxial tests on specimens with and without ISSS showed that that the post-cyclic stiffness of anisotropically consolidated specimens with an ISSS increased in compression, but decreased in the case of post-cyclic extension loading. On the other hand, the post-cyclic stiffness of specimens subjected to ISSS in the extension domain decreased during cyclic loading in compression and increased in extension.

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T3 - Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment

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BT - Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering

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Effects of initial static shear stress and principal stress reversal on cyclic and post-cyclic undrained shear of sand

Abstract

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Conference

ASJC Scopus subject areas

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