Stability Checking of Stone Masonry Landslide Dam and the Application in Debris Flow Disaster Treatment
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Author:
- DING Xia
DING Xia
Beijing Geological Engineering Design Institute
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Search for this author on this site - WANG Qi
WANG Qi
Beijing Institute of Geological Engineering Design
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Search for this author on this site - SUN Nan
SUN Nan
Beijing Institute of Geological Engineering Design
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Affiliation:
Beijing Geological Engineering Design Institute,Beijing Institute of Geological Engineering Design,Beijing Institute of Geological Engineering Design
Clc Number:
P642.23
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Abstract:
Based on the detailed geological investigation of the debris flow gully in Qianhuoshiling village, the stone landslide masonry dam for the debris flow control was designed; the stability of dam was calculated to learn the related parameters, the anti-slide stability coefficients and anti-overturning stability & foundation stability under three kinds of design condition. By the design and implementation of the program, the influence of the debris flow could be effectively weakened to protect the safety of life and property of the villagers.
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History
- Received:September 15,2015
- Revised:September 15,2015
- Adopted:October 09,2015
- Online: November 09,2015
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