Seismic Active Earth Pressure Behind the Inclined Retaining Wall for Inclined c-f Soil Backfill

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GUPTA ASHISH; Sawant Vishwas Abhimanyu

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Journal Paper

Paper Information

Journal: Journal of Seismology and Earthquake Engineering Year:2019 | Volume:21 | Issue:1 Page(s): 37-44

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Title

Seismic Active Earth Pressure Behind the Inclined Retaining Wall for Inclined c-f Soil Backfill

Author(s)

GUPTA ASHISH | Sawant Vishwas Abhimanyu | Issue Writer Certificate

Keywords

Pseudo-dynamic approach

Inclined retaining wall

Seismic active earth pressure

Inclined cohesive soil backfill

Soil amplification factor

Abstract

In the seismically active zones, pseudo-static and Pseudo-dynamic approaches are widely used for designing the retaining wall with c-f backfill. However, the effect of soil amplification is neglected while considering propagation of waves from base. Soil amplification is crucial in the computation of Seismic active earth pressure while analyzing the retaining walls of significant height. It should not be ignored in the seismic design of retaining wall. In this paper, soil amplification effects has been incorporated in the Pseudo-dynamic approach for prediction of earth pressure on inclined retaining supporting inclined c-f soil backfill. Depth of tension crack has been obtained from derived seismic earth pressure distribution for soils having nonzero cohesion. Then total seismic earth pressure is computed from integration of earth pressure from depth of tensile crack to base. A parametric study is conducted to examine the effect of various parameters like cohesion value of soil backfill, wall friction, wall inclination, soil backfill inclination, soil amplification, horizontal and vertical seismic coefficients. The results obtained for Seismic active earth pressure is clearly showing the non-linear behavior behind the Inclined retaining wall, which is the requirement of the design of retaining wall in earthquake-prone regions.

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APA: Copy

GUPTA, ASHISH, & Sawant, Vishwas Abhimanyu. (2019). Seismic Active Earth Pressure Behind the Inclined Retaining Wall for Inclined c-f Soil Backfill. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, 21(1), 37-44. SID. https://sid.ir/paper/740881/en

Vancouver: Copy

GUPTA ASHISH, Sawant Vishwas Abhimanyu. Seismic Active Earth Pressure Behind the Inclined Retaining Wall for Inclined c-f Soil Backfill. JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING[Internet]. 2019;21(1):37-44. Available from: https://sid.ir/paper/740881/en

IEEE: Copy

ASHISH GUPTA, and Vishwas Abhimanyu Sawant, “Seismic Active Earth Pressure Behind the Inclined Retaining Wall for Inclined c-f Soil Backfill,” JOURNAL OF SEISMOLOGY AND EARTHQUAKE ENGINEERING, vol. 21, no. 1, pp. 37–44, 2019, [Online]. Available: https://sid.ir/paper/740881/en

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