Open AccessAnalysis of Some Failure Reduction on Primary Pile in The Secant Pile System
Author(s) -
D N Sunjaya,
Alfred Jonathan Susilo
Publication year - 2020
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/1007/1/012192
Subject(s) - pile , excavation , geotechnical engineering , reduction (mathematics) , retaining wall , process (computing) , deformation (meteorology) , structural engineering , geology , engineering , computer science , mathematics , geometry , oceanography , operating system
Retaining wall is a very important structure in the basement construction process. The planning of the retaining wall, whether in the design or in the processing step should be precise, otherwise, it can be disastrous. In the construction process, problems sometimes happen when the excavation process is going on. Therefore, the role of retaining wall is crucial. If the retaining wall doesn’t function well, the soil around the excavation site will shift and move and it can cause a rift or even more fatal failures to the structure. The analysis on this study is the failure analysis on retaining wall type secant pile. This analysis will be focusing on the failure that happen on primary pile. The analysis is done by reducing the strength of the primary pile based on the potential failure that might happen. This aims to test the deformation on the secant pile system, if there’s a failure on the primary pile. It will be done in two different types of soil, clay and sand.