An experimental study on the failure and mobilization of landslide dams induced by seepage
碩士 === 國立中央大學 === 土木工程研究所 === 92 === The characteristics of debris flow generated by the seepage failure of landslide dams are experimentally studied using an inclined slump with slope verying from 16° to 24° in this study. The failure of landslide dams is triggered by toe failure first, then follow...
Main Authors: | Zhen-Lin Wang, 王禎麟 |
---|---|
Other Authors: | Hsein-Ter Chou |
Format: | Others |
Language: | zh-TW |
Published: |
2004
|
Online Access: | http://ndltd.ncl.edu.tw/handle/34020185317530651776 |
Similar Items
-
Study on Seepage Failure of Landslide-Dam
by: Chin-MinChen, et al.
Published: (2014) -
ABAQUS Investigation of Seepage-Induced Landslide-Dam Failure
by: Pei-RongYang, et al.
Published: (2018) -
The relationship among the premonitory factors of landslide dam failure caused by seepage: an experimental study
by: Prakash Dhungana, et al.
Published: (2019-11-01) -
Relationship between seepage water volume and total suspended solids of landslide dam failure caused by seepage: an experimental investigation
by: Prakash Dhungana, et al.
Published: (2020-04-01) -
An experimental study of non-cohesive landslide-dam breach induced by the seepage and overtopping
by: Hsin-Mei Ho, et al.
Published: (2009)