Stabilization of cut slopes in highways by surface drainage and vegetation

dc.contributor.authorDharmasena, RKN
dc.contributor.authorKulathilaka, SAS
dc.date.accessioned2018-06-12T20:34:03Z
dc.date.available2018-06-12T20:34:03Z
dc.description.abstractAt number of locations in Sri Lanka, deep cuts were made in natural slopes for the construction ' of expressways. These slopes are made of residual soil and the parent rock is metamorphic. In most cases the v ground water table is low and significant matric suctions prevail in the soil during dry periods of weather. - With the infiltration of rainwater, the matric suction will be lost and even perched water table conditions could be developed. The presence uf surface protecting vegetation and drainage measures such as berm drains will reduce the infiltration. Deep roots present will provide a nailing effect. This behavior was studied by modeling the process by Geoslope SEEP/W programme. Stability of the slope was assessed by the SLOPE/W after incorporating the changes in the pore pressure regime. The results of the study illustrated the effectiveness of surface protecting vegetation and deep roots in maintain reasonable safety margins in the slope during periods of heavy rain.en_US
dc.identifier.conferenceInternational Conference on Geotechnical Engineering - (ICGE - 2015)en_US
dc.identifier.departmentDepartment of Civil Engineeringen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnospp. 519 - 522en_US
dc.identifier.placeColomboen_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/13158
dc.identifier.year2015en_US
dc.language.isoenen_US
dc.titleStabilization of cut slopes in highways by surface drainage and vegetationen_US
dc.typeConference-Abstracten_US

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