Titlebook: Geotechnical Engineering for Disaster Mitigation and Rehabilitation; Proceedings of the 2 Hanlong Liu,An Deng,Jian Chu Conference proceedin

钢笔尖

不能仁慈

Landslide Hazard Mapping Using Monte Carlo Simulation- a Case Study in Taiwane-range slope stability analysis software—TRIGRS, and Monte Carlo simulation which considers the uncertainty in parametrics to replace traditional single factor of safety with probability ones. The landslide susceptibility of study area is described by potentially failure probability.

惰性女人

抒情短诗

Entwicklungsschemata und Prototyping, subjected to external force from ground displacement. Simulation results provide a reasonable explanation not only of the observed plastic deformation of the pile, but also the progressive damage of the pile.

键琴

Progressive Damage Simulation of Foundation Pile of the Showa Bridge Caused by Lateral Spreading Dur subjected to external force from ground displacement. Simulation results provide a reasonable explanation not only of the observed plastic deformation of the pile, but also the progressive damage of the pile.

美食家

Interim

Seismic Performance Evaluation of Geotechnical Structures parameter study of effective stress analyses of soil-structure systems. The coastal protection lines over a distance of 70km along Osaka Bay Area, Japan, are used as an example to demonstrate the advantages of the proposed approach.

包租车船

肮脏

gain631

Modelle als Entwicklungsergebnisseng the debris budget into account, the susceptibility of debris-flow will evolve with the landslide and debris-outflow. Thereafter, the impact of geological events, such as a large earthquake, on the occurrence of debris-flow can be predicted and quantitatively evaluated.