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ANALISA STABILITAS KETAHANAN DAN KEAMANAN DINDING PENAHAN TANAH PADA SUNGAI SEDAPAT TALANG BULUH KECAMATAN TALANG KELAPA KABUPATEN BANYUASIN Anderson, Ganda; Saputro, M. Elan; Setiawan, Ari
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 8, No 2 (2023): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v8i2.7844

Abstract

Soil Retaining Wall is one of the constructions used to hold the soil or provide stability to the soil that has different heights. Soil retaining wall function to support the soil as well prevent it from the danger of landslides, so it does not experience landslides both due to the load of rainwater, the weight of the soil itself, or as a result of the load acting on it. Based on the way to achieve stability, the soil retaining wall can be classified into several types, namely gravity wall, cantilever wall, counterfort wall, buttress wall. In this research, we plan gravity-type soil retaining wall. Planning this gravity-type soil retaining wall is considered necessary because in today's competitive era, in addition to accuracy and accuracy in planning, speed in calculating is also needed. Therefore, using this program is expected to increase competitiveness for planners, especially planning related to soil retaining walls.
Analisis Penanganan Longsoran dengan Bronjong Anderson, Ganda; Saggaf, Anis; Dewi, Ratna
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 10, No 1 (2025): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v10i1.9924

Abstract

In this study will discuss the analysis of avalanche handling in the area of river bends with gabions, Application of avalanche handling with gabions, rock material around the location will be utilized to the maximum, Because the location of the landslide is in lahat Regency near the border of Pagaralam City, In analyzing the gabion against the rolling moment and shear force, it will get a recommendation for the optimal dimensions of the gabion to increase soil stability, These results will later become a reference for planning avalanche handling in areas that have abundant sources of rock material.