Numerical Analysis of The Slope By GEO5

Patel, Ekta; Kamdar, Bhoomi; Joshi, Nitin

dc.contributor.author	Patel, Ekta
dc.contributor.author	Kamdar, Bhoomi
dc.contributor.author	Joshi, Nitin
dc.date.accessioned	2020-11-12T08:50:17Z
dc.date.available	2020-11-12T08:50:17Z
dc.date.issued	2019-03
dc.identifier.issn	2455-2585
dc.identifier.uri	http://ir.paruluniversity.ac.in:8080/xmlui/handle/123456789/7782
dc.description.abstract	failure of the slope often costs lives as well as property. Numerical simulation performed with GEO 5 software to know the influence of anchor for slope stability by traditional Limit Equilibrium method; Bishop’s method. For the analysis silty sand is used; for the given slope, the best inclination of the anchor is suggested to be 25° from the horizontal. optimal horizontal spacing between anchor is determined to be 0.5m to 1.3m. optimal capacity of the anchor should be 200KN to 350KN.	en_US
dc.language.iso	en	en_US
dc.publisher	International Journal of Technical Innovation in Modern Engineering & Science (IJTIMES) \| Volume-5 \| Issue-3	en_US
dc.subject	Geo5	en_US
dc.subject	slope stability	en_US
dc.subject	anchored slope	en_US
dc.subject	Bishops method	en_US
dc.subject	numerical analysis	en_US
dc.title	Numerical Analysis of The Slope By GEO5	en_US
dc.type	Article	en_US