Pseudodynamic Analysis of Three-Dimensional Fissured Slopes Reinforced with Piles
Author:
Affiliation:
1. Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha 410075 China (corresponding author). ORCID: .
2. Professor, School of Civil Engineering, Central South Univ., Changsha 410075 China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7821
Reference41 articles.
1. Design of geosynthetic-reinforced slopes in cohesive backfills
2. Stability analysis of slopes reinforced with piles
3. Stability charts for pseudo-static slope stability analysis
4. Seismic reliability assessment of internal stability of reinforced soil walls using the pseudo-dynamic method
5. A New Pseudo-dynamic Approach for Seismic Active Soil Thrust
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