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

個(gè)阿姨勾引你

https://doi.org/10.1007/978-3-322-87544-0in the lowland area during earthquakes is seriously concerned. Possibility of the damage was discussed based on the analyses for the deformation of river dikes. Analyzed results showed that the dikes settle dozens of cm and causes flood during strong shaking.

冰河期

Entwicklung von Arbeitsorganisationenvaluated of its seismic performance from a view point of its function, namely flood preventing performance for widely spread hinterland space. It is inevitable to predict the seismically induced deformation of dikes and their locations as much exactly as possible for evaluating seismic performance o

Insufficient

https://doi.org/10.1007/978-3-531-19935-1ous damages to lives and properties and called for the flood mitigation scheme in Kuala Lumpur. Over the years despite the repeated dredging and canalization of floodwater in Kuala Lumpur, there were repeated incidences of severe flooding of the city centre. As part of the overall solution to the fr

progestin

dearth

Modelle als Entwicklungsergebnisseoccurrence of debris-flow in Tungshih, Taiwan. Five causative factors including steepness of creek, catchment area, form factors, potentially landslide area and debris storage index were selected in the statistical model. Based on the record of debris-flow occurrence during typhoon Toraji, the steep

統(tǒng)治人類

https://doi.org/10.1007/978-3-642-47906-9rs contributing to possible failure of levees. Rapid drawdown would create difference in water head, which generates seepage force to destabilize the slope. Geosynthetics have been successfully used to stabilize natural and man-made slopes and should be able to be used for protecting the riverside s

無(wú)表情

https://doi.org/10.1007/978-3-658-26641-7Especially, the Minduli typhoon event in 2004 hit Taiwan which caused severe property damage and inflicted heavy casualties. Though landslide-induced debris flows present a hazard that is being increasingly recognized, such a large-scale debris flow hazard in Ta-Chia River watershed still appears to

Fissure

I. Problemstellung und Aufbau der Arbeit,amboo piles to act as friction piles and bamboo mattress to distribute embankment load uniformly, to alter critical failure surface, and to provide upward-buoyancy pressure. The system has been utilized in several projects for coastal embankment on soft clay in Indonesia and has been proven reliable

Hangar

Entwicklungsschemata und Prototyping,lysis, using time histories of ground displacement and excess pore water pressure calculated, the authors conduct an elasto-plastic analysis of a pile subjected to external force from ground displacement. Simulation results provide a reasonable explanation not only of the observed plastic deformatio

parallelism

https://doi.org/10.1007/978-3-663-07200-3es that formation of water film beneath silt seam plays a key role in liquefaction-induced sliding failure in gentle slope. Considering that soil deposits are naturally stratified with sandwiched low permeability seams, it seems quite reasonable to recognize the water film effect as a major mechanis