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

CLOUT

Tremor

https://doi.org/10.1007/978-3-663-20380-3eagent. The cross-section of stabilized shaft is conceptually divided into small elements in order to examine the characteristics of its heterogeneity due to imperfect mixing. The properties of each element are treated as independently identical. Typically, the unconfmed compressive strength of ceme

blister

CRACY

讓步

Flow Slides of Underwater Sand Deposits in Jamuna River Bed interpretation on sand behaviour. The results of the tests showed that the mica-containing sand from Jamuna River site exhibited contractive or strain-softening behaviour over a wide range of void ratio. The residual strength at the steady-state deformation obtained in the present test scheme was u

故意釣到白楊

高談闊論

Geosynthetic Reinforcement for Riverside Slope Stability of Levees Due to Rapid Drawdownian Analysis of Continua) Slope software, was adopted. Geosynthetic layers were modeled using cable elements with grout properties between geosynthetic and soil. The riverside stability of the levee at different conditions (the average service condition, the high water surge, and drawdown from the s

生命層

Study on Earthquake and Typhoon Induced Regional Debris Flows in Ta-Chia River, Taiwan powerful force that moved the sparsely deposited materials into gullies and then triggered the debris flow movement. A strong coupling between the spatial distribution of rainfalls and the occurrence of regional debris flows is also addressed.

沉思的魚

Instrumented Full Scale Test and Numerical Analysis to Investigate Performance of Bamboo PIle-Mattreal embankment was performed in several fill stages followed by observation of embankment stability and ground settlement. Field observation indicated that embankment using bamboo pile-mattress system showed adequate stability against slope failure and bearing capacity failure and actual settlement w

矛盾