PREDICTION OF STRESS-STRAIN BEHAVIOR OF UNDRAIND CLAY SOILS USING FUZZY LOGIC ALGORITHM

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KAKHI M.R.

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Paper Information

Journal: JOURNAL OF SCHOOL OF ENGINEERING Year:2007 | Volume:19 | Issue:1 (CIVIL ENGINEERING ISSUE) Page(s): 37-50

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Title

PREDICTION OF STRESS-STRAIN BEHAVIOR OF UNDRAIND CLAY SOILS USING FUZZY LOGIC ALGORITHM

Author(s)

KAKHI M.R. | Issue Writer Certificate

Keywords

FUZZY SYSTEMQ2

STRESS-STRAINQ3

CLAY SOILSQ3

Abstract

Stress-strain behavior of CLAY SOILS, commonly, is indicated by explicit mathematical models. The models can not consider all of circumferential and experimental conditions, i.e., consequent STRESS-STRAIN curves do not contain any secondary property of soil. Theory of Fuzzy sets and FUZZY SYSTEMs is a powerful tool to consider environmental impacts on STRESS-STRAIN behavior. In this paper, a fuzzy model is provided, using a data set collected from Karkheh and Siazakh soil samples, in South west of Iran, which express STRESS-STRAIN behavior of CLAY SOILS more accurately. The study consists of three parts: application of theory of fuzzy sets and fuzzy inference is reviewed firstly, then, STRESS-STRAIN behavior of CLAY SOILS is explained. Implementation of fuzzy inference system to predict STRESS-STRAIN relation of CLAY SOILS is expressed finally.

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APA: Copy

KAKHI, M.R.. (2007). PREDICTION OF STRESS-STRAIN BEHAVIOR OF UNDRAIND CLAY SOILS USING FUZZY LOGIC ALGORITHM. JOURNAL OF SCHOOL OF ENGINEERING, 19(1 (CIVIL ENGINEERING ISSUE)), 37-50. SID. https://sid.ir/paper/22608/en

Vancouver: Copy

KAKHI M.R.. PREDICTION OF STRESS-STRAIN BEHAVIOR OF UNDRAIND CLAY SOILS USING FUZZY LOGIC ALGORITHM. JOURNAL OF SCHOOL OF ENGINEERING[Internet]. 2007;19(1 (CIVIL ENGINEERING ISSUE)):37-50. Available from: https://sid.ir/paper/22608/en

IEEE: Copy

M.R. KAKHI, “PREDICTION OF STRESS-STRAIN BEHAVIOR OF UNDRAIND CLAY SOILS USING FUZZY LOGIC ALGORITHM,” JOURNAL OF SCHOOL OF ENGINEERING, vol. 19, no. 1 (CIVIL ENGINEERING ISSUE), pp. 37–50, 2007, [Online]. Available: https://sid.ir/paper/22608/en

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