๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Dynamic pressures on a pair of rigid walls retaining poroelastic soil

โœ Scribed by D.D. Theodorakopoulos


Publisher
Elsevier Science
Year
2003
Tongue
English
Weight
310 KB
Volume
23
Category
Article
ISSN
0267-7261

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Dynamic pressures on rigid cantilever wa
โœ D.D. Theodorakopoulos; A.P. Chassiakos; D.E. Beskos ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 954 KB

The problem of the determination of the dynamic pressures and the associated forces on a rigid, vertical cantilever wall retaining a semi-inยฎnite, uniform, fully-saturated poroelastic (with or without hysteretic damping) layer of soil under conditions of plane strain is considered. The rigid wall an

On the seismic response of a flexible wa
โœ L. Lanzoni; E. Radi; A. Tralli ๐Ÿ“‚ Article ๐Ÿ“… 2007 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 567 KB

A simple and reliable method is presented for the seismic analysis of a flexible wall retaining a layer of fluid-saturated viscous and poroelastic soil. A viscous version of the linear poroelastic Biot model is adopted for the description of the soil dissipative behavior. The effects of the wall fle

Numerical solution of active earth press
โœ Chia-Cheng Fan; Yung-Show Fang ๐Ÿ“‚ Article ๐Ÿ“… 2010 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 897 KB

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

Vertical dynamic response of a rigid fou
โœ Y. Q. Cai; X. Q. Hu; C. J. Xu; Z. S. Hong ๐Ÿ“‚ Article ๐Ÿ“… 2009 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 318 KB

## Abstract A simplified analytical method is presented for the vertical dynamic analysis of a rigid, massive, cylindrical foundation embedded in a poroelastic soil layer. The foundation is subjected to a timeโ€harmonic vertical loading and is perfectly bonded to the surrounding soil in the vertical