AGREGAT
Vol 9 No 1 (2024)

Analisis Faktor Keamanan Pada Permodelan Timbunan Yang Diperkuat Geogrid Di Atas Tanah Lempung Lunak

Muzaidi, Irwandy (Unknown)
Anggarini, Elia (Unknown)
Hardiani, Dyah Pradhitya (Unknown)
Sriardi, Doni (Unknown)



Article Info

Publish Date
27 May 2024

Abstract

The pile built on soft soil has a tendency to fail its submission (bearing failure). This is caused by soft soils to have a low carrying capacity to carry the burden of construction. If a pile must be built which must be completed in a relatively fast time and must be stockpiled on soft soil, can be overcome by reinforcing the soil using geogrid material so as to increase the carrying capacity of soft soil (bearing capacity) and stability of the pile. Analysis uses the element method to the help of plaxis software to find the value of safety, deformation, and voltage changes in the pile built on the soft soil strengthened by geogrid. From this study it was found that the Modeling Piles 2 without Geogrid got a SF 1,0668 value and using Geogrid got a SF 1,3349 value. The safety factor of the pile of land 2 is above 1.25 which means that landslides are rare even without geogrid or use geogrid.

Copyrights © 2024






Journal Info

Abbrev

agregat

Publisher

Subject

Civil Engineering, Building, Construction & Architecture Engineering Transportation

Description

AGREGAT is a journal of Department of Civil Engineering, University of Muhammadiyah Surabaya. The journal will be published in every May and November yearly. The journal consists of result of research, literature review, and case reports created as realization of Tridharma ...