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Title

NUMERICAL MODELING OF MECHANICALLY STABILIZED EARTH WALLS

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Abstract

 THIS PAPER DESCRIBES THE NUMERICAL MODELING DETAILS OF AN EXAMPLE FULL-SCALE PHYSICAL STEEL REINFORCED SOILWALL TAKEN FROM A SERIES OF STRUCTURES CONSTRUCTED AT THE FHWA REINFORCED SOIL PROJECT SITE AT ALGONQUIN, ILLINOIS. IN THIS RESEARCH, NUMERICAL ANALYSES WERE PERFORMED WITH THE FINITE DIFFERENCE BASED COMPUTERPROGRAM FLAC (FAST LAGRANGIAN ANALYSIS OF CONTINUA). DETAILS OF THE NUMERICAL MODEL AND CONSTITUTIVEMODELING OF THE COMPONENT MATERIALS ARE DESCRIBED. THE MODELING RESULTS ARE PRESENTED AND COMPARED TOTHE FIELD MEASUREMENTS FROM CASE HISTORIES TO ASSESS THE ACCURACY OF THE NUMERICAL APPROACH. EXAMPLEPARAMETRIC ANALYSES ARE CARRIED OUT USING THE VERIFIED NUMERICAL CODE TO INVESTIGATE THE INFLUENCE OFINTERNAL STABILITY DESIGN FACTORS ON EARTH PRESSURE COEFFICIENT OF A THEORETICAL WALL OF 7.6 M HEIGHT. THELESSONS LEARNED HERE ARE OF VALUE TO MODELERS WHO WISH TO: (A) EXPLORE THE MECHANICAL BEHAVIOR OF THESESYSTEMS, (B) GENERATE DATA TO FILL IN THE GAPS IN PERFORMANCE DATA FROM THE LIMITED NUMBER OF MONITOREDSTRUCTURES REPORTED IN THE LITERATURE, AND (OR), (C) CARRY OUT PARAMETRIC ANALYSES.

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    APA: Copy

    aboutalebi, Mahboobeh, & GHIASSIAN, HOSSEIN. (2014). NUMERICAL MODELING OF MECHANICALLY STABILIZED EARTH WALLS. NATIONAL CONGRESS ON CIVIL ENGINEERING. SID. https://sid.ir/paper/947004/en

    Vancouver: Copy

    aboutalebi Mahboobeh, GHIASSIAN HOSSEIN. NUMERICAL MODELING OF MECHANICALLY STABILIZED EARTH WALLS. 2014. Available from: https://sid.ir/paper/947004/en

    IEEE: Copy

    Mahboobeh aboutalebi, and HOSSEIN GHIASSIAN, “NUMERICAL MODELING OF MECHANICALLY STABILIZED EARTH WALLS,” presented at the NATIONAL CONGRESS ON CIVIL ENGINEERING. 2014, [Online]. Available: https://sid.ir/paper/947004/en

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