Soil stabilization by using micropile

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dc.contributor.author Dasgupta, Rohan
dc.contributor.author Tuse, Aniket (14CE61)
dc.contributor.author Abdullah, Zaid(14CE63)
dc.contributor.author Mohd, Mahboob(15DCE65)
dc.date.accessioned 2018-08-21T09:45:35Z
dc.date.available 2018-08-21T09:45:35Z
dc.date.issued 2018-05
dc.identifier.uri http://www.aiktcdspace.org:8080/jspui/handle/123456789/2635
dc.description Submitted in partial fulfillment of the requirements for the degree of BACHELOR OF ENGINEERING in CIVIL ENGINEERING en_US
dc.description.abstract Micropiles have been primarily used as foundation support elements to resist static and dynamic loadings, and to a lesser extent, to provide reinforcements to the stabilization of slopes and excavations. Micropiles have been used effectively in many applications of ground improvement to increase the bearing capacity and stabilization of slopes. The purpose of this study is to determine fundamental design guidance for using micropiles for the stabilization of slope by performing slope stability analyses referring manual or codal provisions, Construction and installation of Micropile is also discussed. The study gives a brief idea about the optimum angle of inclination of micropile to resists the horizontal force for different soil samples having different cohesive properties and angle of friction. Keywords: Micropile, Soil Stabilization, Slope Stability, Cohesion en_US
dc.language.iso en en_US
dc.publisher AIKTC en_US
dc.relation.ispartofseries Accession # PE0411;
dc.subject Project Report - CE en_US
dc.title Soil stabilization by using micropile en_US
dc.type Project Report en_US


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