FORMULATION OF THE BEARING CAPACITY OF CONE SHELL FOUNDATIONS USING THE BUCKINGHAM THEORY

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HATEF N.; ESMAEILI DANIAL

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Journal Paper

Paper Information

Journal: MODARES TECHNICAL AND ENGINEERING Year:2009 | Volume:- | Issue:35 (SPECIAL ISSUE ON CIVIL ENGINEERING) Page(s): 113-121

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Information Journal Paper

Title

FORMULATION OF THE BEARING CAPACITY OF CONE SHELL FOUNDATIONS USING THE BUCKINGHAM THEORY

Author(s)

HATEF N. | ESMAEILI DANIAL | Issue Writer Certificate

Keywords

SHELL FOUNDATIONQ3

SANDQ2

ULTIMATE BEARING CAPACITYQ2

BUCKINGHAM THEORYQ3

Abstract

SHELL FOUNDATIONs are structural elements which can be economical alternatives to flat foundations. Since few investigations have been done on these foundations, specific relations are not presented for determination of bearing capacity of these foundations. In this paper a comprehensive formulation for ULTIMATE BEARING CAPACITY of conical SHELL FOUNDATION is presented based on experimental investigations and the BUCKINGHAM THEORY. Therefore, at first, by using the BUCKINGHAM THEORY the general shape of ULTIMATE BEARING CAPACITY relationship is determined. Then constants are estimated via laboratory results. Finally, the proposed formulation was checked with other test results which show good agreement.

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APA: Copy

HATEF, N., & ESMAEILI, DANIAL. (2009). FORMULATION OF THE BEARING CAPACITY OF CONE SHELL FOUNDATIONS USING THE BUCKINGHAM THEORY . MODARES TECHNICAL AND ENGINEERING, -(35 (SPECIAL ISSUE ON CIVIL ENGINEERING)), 113-121. SID. https://sid.ir/paper/24969/en

Vancouver: Copy

HATEF N., ESMAEILI DANIAL. FORMULATION OF THE BEARING CAPACITY OF CONE SHELL FOUNDATIONS USING THE BUCKINGHAM THEORY . MODARES TECHNICAL AND ENGINEERING[Internet]. 2009;-(35 (SPECIAL ISSUE ON CIVIL ENGINEERING)):113-121. Available from: https://sid.ir/paper/24969/en

IEEE: Copy

N. HATEF, and DANIAL ESMAEILI, “FORMULATION OF THE BEARING CAPACITY OF CONE SHELL FOUNDATIONS USING THE BUCKINGHAM THEORY ,” MODARES TECHNICAL AND ENGINEERING, vol. -, no. 35 (SPECIAL ISSUE ON CIVIL ENGINEERING), pp. 113–121, 2009, [Online]. Available: https://sid.ir/paper/24969/en

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