Loess Slope Stability Analysis under the Action of Seismic Forces

Da Wei Lv; Fei Wang; Guan Jun Xu

doi:10.4028/www.scientific.net/AMM.501-504.1623

Paper Titles

Multi-Scale Elastoplastic Dynamic Analysis of Steel Frame Welded Connections under Strong Earthquake Excitation
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Seismic Performance of Medium Thick-Walled Cold-Formed Steel Top-and-Seat Angle Joint
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Seismic Performance Investigation of Different Kinds of Shear Walls
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Study on the Effect of Modified Differential Restoring Force Model on Seismic Response of Isolation Structure
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Loess Slope Stability Analysis under the Action of Seismic Forces
p.1623

The Characteristic of Prestressed Concrete Pier Seismic Crack
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Finite Element Analysis of Earthquake Resistance Behaviors of T-Shaped Concrete-Filled Rectangular Composite Steel Tubular Columns
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Comparison Analysis of Typical Buildings in North-South Seismic Belt
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Research of Design and Construction Key Technology of Underwater Tunnel Interchange Segment
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Loess Slope Stability Analysis under the Action of...

Loess Slope Stability Analysis under the Action of Seismic Forces

Abstract:

Considering that during the earthquake, the maximum peak of acceleration changing in the process is a random quantity, which cant be regarded as a sign of dynamic motion characteristics. Therefore, in this paper, the root mean square acceleration is employed to calculate the corresponding seismic forces. Then according to the sine curve, seismic forces are loaded on the different layers of slope of loess slope. Giving a comparative study on the safety of the loess slope under the force of the earthquake provides reference for the design of loess slope against earthquake.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

1623-1627

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.1623

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Online since:

January 2014

Authors:

Da Wei Lv, Fei Wang, Guan Jun Xu

Keywords:

Earthquake, Loess Slope, Root Mean Square Acceleration, Stability

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