THE INFLUENCE OF STRAIN GRADIENT ON THE SHEAR BAND IN A SATURATED SOIL

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LU X.B.; CUI P.

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Journal Paper

Paper Information

Journal: IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING Year:2003 | Volume:27 | Issue:B1 Page(s): 0-0

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Information Journal Paper

Title

THE INFLUENCE OF STRAIN GRADIENT ON THE SHEAR BAND IN A SATURATED SOIL

Author(s)

LU X.B. | CUI P. | Issue Writer Certificate

Keywords

SATURATED SOIL

SHEAR BAND

STRAIN GRADIENT

Abstract

The dynamic localization of SATURATED SOIL is investigated by considering the influence of higher STRAIN GRADIENT. It is shown that the STRAIN GRADIENT has a significant influence on the evolution of SHEAR BAND in SATURATED SOIL and that the width of SHEAR BAND is proportional to the square root of the STRAIN GRADIENT softening coefficient. The numerical simulation is processed to investigate the influences of shear STRAIN GRADIENT and other factors on the evolution of SHEAR BAND.

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APA: Copy

LU, X.B., & CUI, P.. (2003). THE INFLUENCE OF STRAIN GRADIENT ON THE SHEAR BAND IN A SATURATED SOIL. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, 27(B1), 0-0. SID. https://sid.ir/paper/531433/en

Vancouver: Copy

LU X.B., CUI P.. THE INFLUENCE OF STRAIN GRADIENT ON THE SHEAR BAND IN A SATURATED SOIL. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING[Internet]. 2003;27(B1):0-0. Available from: https://sid.ir/paper/531433/en

IEEE: Copy

X.B. LU, and P. CUI, “THE INFLUENCE OF STRAIN GRADIENT ON THE SHEAR BAND IN A SATURATED SOIL,” IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, vol. 27, no. B1, pp. 0–0, 2003, [Online]. Available: https://sid.ir/paper/531433/en

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