A new approach based on the category of upper bound theorem of limit analysis is presented in this study to consider the seismic stability of gravity retaining walls. The retaining wall and the backfill soil were taken as a whole system. For a translational failure mechanism assumed, formulas are pr
โฆ LIBER โฆ
Seismic Stability of Soil Retaining Walls Situated on Slope
โ Scribed by Huang, Ching-Chuan; Chen, Yu-Hong
- Book ID
- 120215282
- Publisher
- American Society of Civil Engineers
- Year
- 2004
- Tongue
- English
- Weight
- 417 KB
- Volume
- 130
- Category
- Article
- ISSN
- 1090-0241
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