SEISMIC ACTIVE PRESSURE ON RETAINING WALLS (TECHNICAL NOTE)

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ASKARI F.; MOMENI ROGHABADI M.; FARZANEH O.

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Journal: Civil Engineering Infrastructures Journal Year:2011 | Volume:45 | Issue:3 Page(s): 329-333

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Information Journal Paper

Title

SEISMIC ACTIVE PRESSURE ON RETAINING WALLS (TECHNICAL NOTE)

Author(s)

ASKARI F. | MOMENI ROGHABADI M. | FARZANEH O. | Issue Writer Certificate

Keywords

LIMIT ANALYSISQ2

RETAINING WALLSQ3

LOWER BOUND METHODQ3

SEISMIC ACTIVE PRESSUREQ3

Abstract

In this paper, an algorithm for calculation of active lateral pressure on RETAINING WALLS at seismic condition is presented. In this algorithm, that its formulation is based on lower bound of LIMIT ANALYSIS method, by considering a stress discontinuity and finding the acceptable stress fields on its two sides, active force is calculated. Soil cohesion and internal fraction angle, also the cohesion and friction between the soil and wall are considered. Results are compared with other researchers and the algorithm validation is confirmed.

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APA: Copy

ASKARI, F., MOMENI ROGHABADI, M., & FARZANEH, O.. (2011). SEISMIC ACTIVE PRESSURE ON RETAINING WALLS (TECHNICAL NOTE). CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), 45(3), 329-333. SID. https://sid.ir/paper/166563/en

Vancouver: Copy

ASKARI F., MOMENI ROGHABADI M., FARZANEH O.. SEISMIC ACTIVE PRESSURE ON RETAINING WALLS (TECHNICAL NOTE). CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING)[Internet]. 2011;45(3):329-333. Available from: https://sid.ir/paper/166563/en

IEEE: Copy

F. ASKARI, M. MOMENI ROGHABADI, and O. FARZANEH, “SEISMIC ACTIVE PRESSURE ON RETAINING WALLS (TECHNICAL NOTE),” CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), vol. 45, no. 3, pp. 329–333, 2011, [Online]. Available: https://sid.ir/paper/166563/en

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