Experimental study on mitigation of liquefaction-induced vertical ground displacement by using gravel and geosynthetics

Hendra Setiawan, Hendra Setiawan (2018) Experimental study on mitigation of liquefaction-induced vertical ground displacement by using gravel and geosynthetics. Penerbit Springer Publising. (Unpublished)

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Abstract

Earthquakes in liquefaction-prone areas are frequently followed by the settlement of surface structures due to subsoil liquefaction. This paper aims to study the influence of geosynthetics along with gravel usage to reduce the vertical soil displacement caused by liquefaction using a shake table equipment. This influence is analyzed by means of measuring soil acceleration, pore water pressures and vertical soil deformation due to the shaking process.

Item Type: Other
Subjects: Artikel > Faculty of Engineering > Teknik Sipil
Divisions: Faculty of Engineering > Civil Engineering
Tadulako Subject Areas > S1 - Undergraduate Thesis > Faculty of Engineering > Civil Engineering
Depositing User: Mr Hendra Setiawan
Date Deposited: 31 Mar 2023 02:54
Last Modified: 31 Mar 2023 02:54
URI: http://repository.untad.ac.id/id/eprint/15143

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