Path: Top Journal Jurnal Penelitian dan Pengabdian Kepada Masyarakat Bidang Ilmu-ilmu Eksakta 2011

Pengaruh perkuatan dengan penjangkaran konfigurasi segi enam terhadap kestabilan lereng

Jurnal Penelitian dan Pengabdian Kepada Masyarakat : Bidang Ilmu-Ilmu Eksakta: Volume XXII, Nomor 2, Desember 2011
Journal from JIPTUNMERPP / 2014-08-12 11:26:40
Oleh : Achmad Fadillah dan Bekti Prihatiningsih, Research Institute Merdeka University Malang
Dibuat : 2011-12-01, dengan file

Keyword : Landslides, stabilization, strengthening, flexible pole-headed

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.

Deskripsi Alternatif :

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.

Beri Komentar ?#(0) | Bookmark

PropertiNilai Properti
ID PublisherJIPTUNMERPP
OrganisasiR
Nama KontakDra. Wiwik Supriyanti, SS
AlamatJl. Terusan Halimun 11 B
KotaMalang
DaerahJawa Timur
NegaraIndonesia
Telepon0341-563504
Fax0341-563504
E-mail Administratorperpus@unmer.ac.id
E-mail CKOwsupriyanti@yahoo.com

Print ...

Kontributor...

  • Editor: Wiwik Supriyanti, Dra. SS.