Abstract This research was conducted to reinforce the sheet pile located on embankment of Ciliwung Lama river – Inspection Road (RSCM) in Central Jakarta. The road is beside riverbanks collapsed for 40 m and position that slopes towards river. Based field observations analysis stability carried out, road’s collapse not due unstableness but inability receive lateral soil pressure. method used Pl...

This study aims to identify the impacts of one-strut failure (OSF) during deep excavation in loose medium-dense sand with respect strut loads and wall deflections. The finite element software PLAXIS was used carry out both 2D 3D analyses. In addition, as two-dimensional (2D) analysis is commonly applied engineering practice due limited budget time, reasonable transferring results obtained using...

In the article problem of geotechnical application clay nd claystone as a base driven pile foundations has been considered. When using these foundations, compaction zone is formed in space around pile. The purpose this research to analyze influence zones on results analytical and numerical calculations for predicting settlement layered soils. following tasks were solved: 1) existing investigati...

Modeling the surface element and support system in deep excavation pits investigating deformation mechanism is an important issue. In this study, alternative solution methods for anchored bored pile model are compared discussed, it aimed to contribute studies be carried out area. A numerical analysis of retaining wall design examined case Sivas cultural center building's using Plaxis 2D GGU-Ret...

Geosynthetics have been used in many construction and environmental projects recent years, the use of geosynthetic products as an effective element is increasing. These materials, reinforcement, can solve problems building heavy structures roads on weak soils without need for excavation or filling, foundation, sub-foundation operations. In this study, using different number type materials with ...