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The Transformation Of Mechanical Parameters And Stability Control Reaseach Of The Mechanical Parameters

Posted on:2011-06-07Degree:MasterType:Thesis
Country:ChinaCandidate:W Y TangFull Text:PDF
GTID:2210330341951134Subject:Geotechnical engineering
Abstract/Summary:PDF Full Text Request
China is a very frequent landslides country, large and prominent giant landslide important role, especially in large-scale landslides in China's western region is its large scale, complex mechanisms, damage and other characteristics of the known to the world. These disasters not only caused great loss of life and property,but also the people and country of the indirect losses, and social impact is immeasurable. So the landslide prevention and control work to do, is very important. In this paper, dynamic consolidation method Huanglashi Landslide transform the physical and mechanical parameters obtained with different physical and mechanical parameters of the relationship with the stability factor. Landslide stability factor in the moisture content of 10-15% of maximum. Therefore, landslide prevention, in the water content of 10-15%, taking on different physical and mechanical parameters, to control optimization. The focus of controling to seek a control in the landslide area, that not only meet the requirements of the stability of the landslide, but also to minimize the cost of Landslide. Multi-disciplinary, the control slide at 14.44% moisture content, the compaction position three cut exports to meet the requirements.
Keywords/Search Tags:Physical and mechanical parameters, Dynamic consolidation, Ansys, Cut exports
PDF Full Text Request
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