Experimental Study of Model in Folded Plate Soft Clay (Peer Review)

Oktavina, Evin and Iqbal, Maulid Muhammad and Dewi, Ratna (2019) Experimental Study of Model in Folded Plate Soft Clay (Peer Review). IOP Publishing. (Unpublished)

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Official URL: https://iopscience.iop.org/journal/1742-6596

Abstract

South Sumatra is a lowland with various types of clay and swamp with a relatively low soil carrying capacity and varies depending on their physical and mechanical properties. The purpose of this research is to know the carrying capacity of foundation folded plate with a various variation of a model on soft clay soil. This research is an experimental research. The experiment of soft soil sampling is done through experimental laboratory procedure done by laboratory test model (mini scale) in test box that is by loading test to plate model. The result of this research is an examination of physical properties which have been done in Soil Mechanics Laboratory of Faculty of Engineering Department of Civil Engineering Sriwijaya University that remolded soil is soft clay based on testing of water content, specific gravity, volume weight, filter analysis, hydrometer and limit waterberg. From the research results obtained the value that the type I folded plate with size b: 250 mm and t1 : 10 mm, the maximum foundation bearing capacity of LVDT I is 0,059, type I with size b: 300 mm and t1 : 10 mm type I with size b: 300 mm and t1 : 10 mm 0.059 and type I with size b: 350 mm and t1 : 10 mm 0.067 mm. The table above explains that Type II folded plate with size b: 250 mm and t1: 10 mm, the maximum foundation bearing capacity of LVDT I is 0,072, type I with size b: 250 mm and t1 : 10 mm type I with size b: 300mm and t1 : 10 mm 0.083 and type I with size b: 350 mm and t1 : 10 mm 0.095 mm. index. The greater the load then the carrying capacity of the foundation the smaller the decrease. This is because in the testing of the Box has been doing the reinforcement of the soil through the installation of the model of plate foundations vary. So that the porous cavities are filled with particles that bind each other causing the soil structure becomes denser and easily compressed. And if the pressure from the loading then the decline of the soil will be less.

Item Type: Other
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA715-787 Earthwork. Foundations
#3 Repository of Lecturer Academic Credit Systems (TPAK) > Results of Peer Review
Divisions: 03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User: Ratna Dewi
Date Deposited: 13 Jul 2021 14:36
Last Modified: 13 Jul 2021 14:36
URI: http://repository.unsri.ac.id/id/eprint/49615

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