LATERAL DEFORMATION ESTIMATION ON DEEP EXCAVATION BY USING ELASTO-PLASTIC CALCULATION

dc.contributor.authorAgustian, Yanyan
dc.contributor.authorSetiawan, Asep
dc.contributor.authorAshSiddiq, Raden Herdian Bayu
dc.date.accessioned2021-02-21T03:31:37Z
dc.date.available2021-02-21T03:31:37Z
dc.date.issued2020
dc.description.abstractFor safety and smoothness of excavation work, especially deep excavation, it is necessary to calculate the horizontal displacement of the soil wall so that its movement can be controlled. This must be done continuously during the excavation process until the backfilling process is complete. However, the calculation of ground motion due to the lateral forces of the soil is very complex. This is due to the nonlinear nature of the soil, by means that the calculation must consider the nonlinearity of the soil and also consider the properties of the soil spring and the retaining wall itself. One computational approach has been undertaken in this case study which describes the calculation of soil properties and retaining walls to estimate and evaluate the movement of the retaining walls during excavation works. The results of the calculations show a good correlation between the results of the calculations and the results of monitoring the movements in the field. So that this method can be used for similar calculations in excavation work.en_US
dc.identifier.issn0038-111X
dc.identifier.urihttp://repository.widyatama.ac.id/xmlui/handle/123456789/12725
dc.language.isoenen_US
dc.publisherSolid State Technology Volume: 63 Issue: 3en_US
dc.subjectDeep Excavationen_US
dc.subjectElasto-Plasticen_US
dc.subjectNonlinear Behaviouren_US
dc.subjectWall Deformationen_US
dc.titleLATERAL DEFORMATION ESTIMATION ON DEEP EXCAVATION BY USING ELASTO-PLASTIC CALCULATIONen_US
dc.typeArticleen_US
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