Allowable Displacement of Slope Supported by Frame Structure with Anchors under Earthquake
Author:
Affiliation:
1. Professor, School of Civil Engineering, Lanzhou Univ. of Technology, Lanzhou 730050, China (corresponding author). ORCID: .
2. Research Assistant, School of Civil Engineering, Lanzhou Univ. of Technology, Lanzhou 730050, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001831
Reference30 articles.
1. Comparison between predictions using different simplified Newmarks' block-on-plane models and field values of earthquake induced displacements
2. A Generalized Newmark Method for the assessment of permanent displacements of flexible retaining structures under seismic loading conditions
3. Risk assessment of slope failure considering the variability in soil properties
4. Application of the Upper and Lower-bound Theorems to Three-dimensional Stability of Slopes
5. Permanent displacement assessment of slope protected by soil nailing retaining wall under earthquake;Dong J. H.;Eng. Mech.,2011
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