ANALISA DINIDNG PENAHAN TANAH PADA LERENG JALAN TEBING TINGGI KABUPATEN LAHAT SUMATERA SELATAN
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Institusion
Universitas Muhammadiyah Palembang
Author
AHMAD MUKKAROM, NIM. 112012138
Subject
Konstruksi bawah tanah
Datestamp
2019-09-25 04:32:47
Abstract :
This analysis is intended to analyze the durability of the structure of the retaining wall against Overtuning and Sliding with the rankine method in the PT. Dian Restu Anugrah on the Tebing Tinggi road in Lahat Regency, South Sumatra. The aim of the study was to analyze the safety factors for Overtuning and sliding. The results of the analysis of the resistance of the retaining wall to Overtuning are 7,915 kN / m and the soil Sliding to shift is 2,385 kN / m, the safety factor for Overtuning and Sliding is declared safe. Keywords
This analysis is intended to analyze the durability of the structure of the retaining wall against Overtuning and Sliding with the rankine method in the PT. Dian Restu Anugrah on the Tebing Tinggi road in Lahat Regency, South Sumatra. The aim of the study was to analyze the safety factors for Overtuning and sliding. The results of the analysis of the resistance of the retaining wall to Overtuning are 7,915 kN / m and the soil Sliding to shift is 2,385 kN / m, the safety factor for Overtuning and Sliding is declared safe. Keywords
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