Jurnal Riset Rekayasa Sipil
Vol 2, No 2 (2019): Maret 2019

ANALISIS LENDUTAN MODEL SISTEM CAKAR AYAM MODIFIKASI DENGAN PEMBEBANAN TUNGGAL (BEBAN TITIK)

Lutfi Ahmad Yudandi (Civil Engineering Departement, Sebelas Maret University)
Bambang Setiawan (Civil Engineering Departement, Sebelas Maret University)
Noegroho Djarwanti (Civil Engineering Departement, Sebelas Maret University)



Article Info

Publish Date
12 Mar 2019

Abstract

Soft soil has low bearing capacity and high compressibility that can cause instability and long-term degradation that can make around some road settlement or wavy. A solution to prevent this soft soil problem was built Modified Chicken Foot, The function of Chicken Foot Foundation is to increase its bearing capacity. This research is using single load with variation distance of triangle foot foundation pattern whereas analysis of deflection using finite element method based. The research shows displacement result is depend on distance between load position and foot foundation, the closer distance between foot foundation the less it would result. The displacement result that happened at roadside is larger than at middle of the road, the difference between them is -6,8% up to 67% and The displacement result that happened in plate without pipe is larger than a plate with pipe, the difference between them is 12,31% up to 59,41%.  

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Journal Info

Abbrev

jrrs

Publisher

Subject

Civil Engineering, Building, Construction & Architecture Engineering Environmental Science

Description

The Journal of Research and Civil Engineering is a journal to accommodate the writings of researchers and professionals in the field of civil ...