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Stability Analysis Of Slope Considering The Effect Of Seepage Flow

Posted on:2006-03-12Degree:MasterType:Thesis
Country:ChinaCandidate:S H MaoFull Text:PDF
GTID:2132360152975095Subject:Geotechnical engineering
Abstract/Summary:PDF Full Text Request
Seepage is one of the significant effect elements along the slope project,moreover be living in the building process which from the start to the finish,but the intensity target is the more significant target that should not be short in the design in it,which has the theorial and actual sense when decide the intensity target considering the seepage's effect.Establish the computational module with seepage field and the stress field, by means of composes the automatic production system FEPG and finite element method ,the seamless connection can analyses the typical slope.Utilize GEO -SLOPE software to analyses the typical slope of the lake of Hunjiang.The experiment section of interior has done the dynamic triaxial test of the slope which adopts the composite cement-fly ash clay of the typical slope of the lake of Hunjiang,the experiment has demonstrated utilizing the composite cement-fly ash clay could make the slope taller modulus and lower damping ratio,which can strengthen the compressive resistance and heighten the anti-seismic capability.At the same time,apply the integrated pattern of Rough Sets and Self-Organizing Feature Map networks in analyzing the stability of the typical slope and the minimal safe factor.That means the fasible quality and the extensiveization capability were verified by means of the example.
Keywords/Search Tags:Seepage field, FEM, Dynamic triaxial test, Rough sets, SOM networks
PDF Full Text Request
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