Evaluation of active earth pressure by the generalized method of slices
β Scribed by Chen, Zuyu; Li, Songmei
- Book ID
- 120365914
- Publisher
- NRC Research Press
- Year
- 1998
- Tongue
- English
- Weight
- 419 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0008-3674
- DOI
- 10.1139/t98-022
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
A method of slices satisfying all the conditions of statical equilibrium has been developed to deal with the problem of determination of passive earth pressure over a retaining wall in sand. A method similar to that of Morgenstern and Price, which was used to solve the stability of slopes, has been
Within the framework of limiting equilibrium approach, the problem of active earth pressure on rigid retaining wall is formulated in terms of the calculus of variations by means of Lagrange multipliers. It is transcribed as the functional of extreme-value problem by two undetermined function argumen
A stress plasticity solution is proposed for evaluating the gravitational and dynamic active earth pressures on cantilever retaining walls with long heel. The solution takes into account the friction angle of the soil, wall roughness, backfill inclination and horizontal and vertical seismic accelera