REALIZATION OF UNDRAINED SHEAR STRENGTH OF NATURAL DEPOSITS USING RANDOM FIELD THEORY

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JAMSHIDI CHENARI R.; KARIMIAN A.

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Journal: JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL) Year:2012 | Volume:30 | Issue:2 Page(s): 21-43

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Title

REALIZATION OF UNDRAINED SHEAR STRENGTH OF NATURAL DEPOSITS USING RANDOM FIELD THEORY

Author(s)

JAMSHIDI CHENARI R. | KARIMIAN A. | Issue Writer Certificate

Keywords

UNDRAINED SHEAR STRENGTHQ2

INHERENT VARIABILITYQ2

UNCERTAINTYQ2

TRANSFORMATION DEPTHQ2

RANDOM FIELD THEORYQ2

LOCAL AVERAGE SUBDIVISION (LAS) TECHNIQUEQ2

Abstract

Untrained shear strength is the main parameter in most problems concerned with short-term stability or total stress analysis states (TSA). Mechanism of soil deposit formation leads to INHERENT VARIABILITY in soil strength and stiffness parameters.Inherent variability as the primary source of UNCERTAINTY in geotechnical problems consists of deterministic and stochastic components. In this paper, a generic deterministic trend is proposed by utilizing a good amount of well-documented in-situ test data. The new concept of TRANSFORMATION DEPTH was introduced as the depth where it changes from a decreasing trend to an increasing one. RANDOM FIELD THEORY and local average subdivision (LAS) technique was employed in order to produce realization of untrained shear strength. Untrained shear strength was assumed to inherit a deterministic trend in vertical direction while preserving its stochastic behavior in horizontal direction.

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APA: Copy

JAMSHIDI CHENARI, R., & KARIMIAN, A.. (2012). REALIZATION OF UNDRAINED SHEAR STRENGTH OF NATURAL DEPOSITS USING RANDOM FIELD THEORY. JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL), 30(2), 21-43. SID. https://sid.ir/paper/173662/en

Vancouver: Copy

JAMSHIDI CHENARI R., KARIMIAN A.. REALIZATION OF UNDRAINED SHEAR STRENGTH OF NATURAL DEPOSITS USING RANDOM FIELD THEORY. JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL)[Internet]. 2012;30(2):21-43. Available from: https://sid.ir/paper/173662/en

IEEE: Copy

R. JAMSHIDI CHENARI, and A. KARIMIAN, “REALIZATION OF UNDRAINED SHEAR STRENGTH OF NATURAL DEPOSITS USING RANDOM FIELD THEORY,” JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL), vol. 30, no. 2, pp. 21–43, 2012, [Online]. Available: https://sid.ir/paper/173662/en

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