Fadillah, Achmad and Prihatiningsih, Bekti (2011) Pengaruh perkuatan dengan penjangkaran konfigurasi segi enam terhadap kestabilan lereng. Jurnal Penelitian dan Pengabdian Kepada Masyarakat : Bidang Ilmu-Ilmu Eksakta, 22 (2).

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Abstract

One of the cause is the increase in voltage landslides/ pore water pressure within the slope, thus reducing the strength of the soil sbear resistance. The presence of water in the slopes, greatly affects the stability of the slope, how much or how big the water in the slope so as to break down these slopes. Seeing these conditions needs to be a means or method of stabilizing slopes. Seeing these conditions needs to be a means or method of stabilizing slopes are relatively easy and quick implementation. Stabilization method of anchoring on the surface is expected to provide appropriate solutions. Anchoring with flexible mast pole anchoring is assumed as a hosizontal force due to ground movement above the plane of sliding slopes. Flexible pole anchoring method in this study using a six-facet configuration (honeycombed configuration). The study was conducted in the laboratory using equipment in the form of a large vessel. Vessel model using model Sugiyama, (1993), where as the mode of administration of water / water supply using a model Takemura, (1994). Observations carried out on three models with a slope angle slope 45˚, 60˚, and 75˚. With two series of observations on each slope of the slope without retrofitting and strengthening anchoring slope with hexagon-headed with a configuration can beused as a solution to overcome the problem landslides, but only a test model that places the slope angle 45˚ in a safe condition / not critical.

Item Type:	Article
Uncontrolled Keywords:	Landslides, stabilization, strengthening, flexible pole-headed
Depositing User:	Surya Dannie
Date Deposited:	12 Jan 2022 10:34
Last Modified:	12 Jan 2022 10:34
URI:	https://eprints.unmer.ac.id/id/eprint/1914

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