While limiting-equilibrium Mononobe-Okabe type solutions are still widely used in designing rigid gravity and flexible cantilever retaining walls against earthquakes, elasticity-based solutions have been given a new impetus following the analytical work of Veletsos and Younan . The present paper dev
โฆ LIBER โฆ
Determination of seismic earth pressure on a rigid retaining wall
โ Scribed by B. M. Bakhtin; Nguen Van Khuan
- Publisher
- Springer
- Year
- 1980
- Tongue
- English
- Weight
- 510 KB
- Volume
- 14
- Category
- Article
- ISSN
- 1570-1468
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For retaining walls built in mountainous regions, narrow backfill spaces are often encountered. The space to fully develop the active wedge is restricted for walls with a limited backfill space. This paper presents a numerical study on the behaviour of active earth pressures behind a rigid retaining