AN OPTIMUM MODEL FOR DESIGNING RETAINING WALL ARMED WITH GEOSYNTHETIC UNDER SEISMIC LOAD

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Heidari V.; DAGHIGH M.; DAGHIGH H.

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Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS) PORTS & MARITIME ORGANIZATION
Year:2012 | Issue:10

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Title

AN OPTIMUM MODEL FOR DESIGNING RETAINING WALL ARMED WITH GEOSYNTHETIC UNDER SEISMIC LOAD

Author(s)

Heidari V. | DAGHIGH M. | DAGHIGH H.

Keywords

RETAINING WALL

ARMED SOIL

EARTHQUAKE

GEOSYNTHETIC

Abstract

BECAUSE OF WEAKNESS OF SOIL AGAINST TENSILE STRESSES, DESIGNERS HAVE ALWAYS LOOKED FOR THE BEST SOLUTION FOR COMPENSATING THIS WEAKNESS. FOR THIS PURPOSE, FOR A LONG TIME, ADDITIVES WERE USED FOR INCREASING THE SOLI TENSILE AND SHEAR STRENGTHS TO DEAL WITH SOIL WEAKNESSES. CONSIDERING INCREASING DEVELOPMENT OF USING POLYMERIC MATERIALS SUCH AS GEOSYNTHETIC AS A TENSILE ELEMENT FOR SOIL REINFORCEMENT, THERE IS A NEED TO STUDY THE ARMED SOIL PROBLEMS AND DEFINING ITS DIMENSIONS. THE PRESENT RESEARCH DYNAMICALLY ANALYZES THE RETAINING REINFORCED WALLS WITH 5 TO 15 METER LENGTH AND VARIABLE VERTICAL DISTANCE. ALSO, THE REINFORCED POWER DISTRIBUTION IN WALL HEIGHT IS EXTRACTED FROM ANALYSIS RESULTS.

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APA: Copy

Heidari, V., DAGHIGH, M., & DAGHIGH, H.. (2012). AN OPTIMUM MODEL FOR DESIGNING RETAINING WALL ARMED WITH GEOSYNTHETIC UNDER SEISMIC LOAD. INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). SID. https://sid.ir/paper/907660/en

Vancouver: Copy

Heidari V., DAGHIGH M., DAGHIGH H.. AN OPTIMUM MODEL FOR DESIGNING RETAINING WALL ARMED WITH GEOSYNTHETIC UNDER SEISMIC LOAD. 2012. Available from: https://sid.ir/paper/907660/en

IEEE: Copy

V. Heidari, M. DAGHIGH, and H. DAGHIGH, “AN OPTIMUM MODEL FOR DESIGNING RETAINING WALL ARMED WITH GEOSYNTHETIC UNDER SEISMIC LOAD,” presented at the INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). 2012, [Online]. Available: https://sid.ir/paper/907660/en

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