A CASE STUDY OF CANTILEVER CONCRETE WALL FOR SLOPE REINFORCEMENT AT BATUJAJAR, WEST BANDUNG

dc.contributor.authorAkbar, Sandy Radhitya
dc.date.accessioned2021-02-20T04:46:57Z
dc.date.available2021-02-20T04:46:57Z
dc.date.issued2020
dc.description.abstractAreas with high rainfall often encounter problems in the form of landslides and the like. In order not to cause damage to the slope, various methods were used. Strengthen to the soil by adding an additional structure in the form of a retaining wall is one of the most common examples. Jalan Batujajar in Bandung is an area west of Bandung, in an area with steep cliffs and frequent landslides. This study was conducted to evaluate the use of cantilevered concrete retaining walls for slope reinforcement in overcoming landslides on Jalan Batujajar, West Bandung. Soil properties parameters obtained from laboratory experiments from samples taken in the field are used as parameters in determining the design of the retaining wall. When viewed from three factors, namely: resistance to rolling, shear and bearing capacity of the soil where the retaining wall will be built, the calculation results show that based on the properties of the soil, the selected retaining wall, the type of cantilevered concrete wall, are the desired safety factors.en_US
dc.identifier.issn0038-111X
dc.identifier.urihttp://repository.widyatama.ac.id/xmlui/handle/123456789/12704
dc.language.isoenen_US
dc.publisherSolid State Technology Volume: 63 Issue: 3en_US
dc.subjectRetaining Wallen_US
dc.subjectCantileveren_US
dc.subjectSlopeen_US
dc.subjectLandslideen_US
dc.titleA CASE STUDY OF CANTILEVER CONCRETE WALL FOR SLOPE REINFORCEMENT AT BATUJAJAR, WEST BANDUNGen_US
dc.typeArticleen_US
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