Abstract
The algorithm of finite-element simulation of some sides of effect is adduced. These sides are uneven saturation of grounds with water, not uniform structure of the ground thickness and bounded with this fact the slope anisotropy. The details of reduced anisotropy and its influence on the value of the limit stresses at the places of geometric fractures and at the slide line are given. © 2008 Science Press Beijing and Springer-Verlag GmbH Berlin Heidelberg Geotechnical Engineering for Disaster Mitigation and Rehabilitation.
Cite
CITATION STYLE
Baimakhan, R., Danaev, N., Baimakhan, A., Salgaraeva, G., Ylyasova, G., Kurmanbekkizy, N., … Dashdorj, S. (2008). Recovery of anisotropic slope after the landslide. In Geotechnical Engineering for Disaster Mitigation and Rehabilitation - Proceedings of the 2nd International Conference GEDMAR08 (pp. 611–615). Springer-Verlag GmbH and Co. KG. https://doi.org/10.1007/978-3-540-79846-0_75
Register to see more suggestions
Mendeley helps you to discover research relevant for your work.
