ELASTIC ANALYSIS OF REINFORCED SOILS USING POINT INTERPOLATION METHOD

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BINESH S.M.; GHAHRAMANI A.; HATAF N.

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Journal: IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING Year:2007 | Volume:31 | Issue:B5 Page(s): 577-581

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Information Journal Paper

Title

ELASTIC ANALYSIS OF REINFORCED SOILS USING POINT INTERPOLATION METHOD

Author(s)

BINESH S.M. | GHAHRAMANI A. | HATAF N. | Issue Writer Certificate

Keywords

REINFORCED SOILQ3

MESHLESS METHODQ3

RADIAL BASISQ3

POINT INTERPOLATIONQ3

Abstract

A recently proposed MESHLESS METHOD, which is called the RADIAL BASIS POINT INTERPOLATION method (RBPIM), is used for the mechanical analysis of REINFORCED SOILs. The media of REINFORCED SOIL is divided into three parts: soil, reinforcement and interface layer. The displacement field in each part is constructed by POINT INTERPOLATION. A code has been developed based on RBPIM and the validity of this code has been investigated by solving some examples at the end of the paper.

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APA: Copy

BINESH, S.M., GHAHRAMANI, A., & HATAF, N.. (2007). ELASTIC ANALYSIS OF REINFORCED SOILS USING POINT INTERPOLATION METHOD. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, 31(B5), 577-581. SID. https://sid.ir/paper/62408/en

Vancouver: Copy

BINESH S.M., GHAHRAMANI A., HATAF N.. ELASTIC ANALYSIS OF REINFORCED SOILS USING POINT INTERPOLATION METHOD. IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING[Internet]. 2007;31(B5):577-581. Available from: https://sid.ir/paper/62408/en

IEEE: Copy

S.M. BINESH, A. GHAHRAMANI, and N. HATAF, “ELASTIC ANALYSIS OF REINFORCED SOILS USING POINT INTERPOLATION METHOD,” IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B- ENGINEERING, vol. 31, no. B5, pp. 577–581, 2007, [Online]. Available: https://sid.ir/paper/62408/en

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