One of the main problems associated with generation wind energy in offshore platforms is analysis behavior soil when pile driven into seabed. Nowadays, due to large dimensions foundations (hollow steel piles up 8 m diameter and 15–20 cm thickness), there are no scale studies carried out that analyze mechanical deformational where as well material supports motor. This paper presents results obta...

Stone columns are a more economical and efficient method to enhance the strength of expansive soils. Using granular blanket over top ordinary stone (OSC) improves drainage distribution applied stress impending from superstructure. The present study studied effect geogrid layers in (GB) OSC numerically using 'PLAXIS 2D'. 'Mohr-Coulomb failure criterion was deliberated for column, blanket, soil, ...

Yumuşak zeminler üzerine inşa edilen dolgularda zamana bağlı konsolidasyon oturmalarının dikkatli bir şekilde incelenmesi gereklidir. Bu tür zeminlerde oturmalarını hızlandırmak için kil zemin içerisine prefabrik düşey drenler edilir. çalışma kapsamında, yumuşak içine dren sistemlerinin farklı eşleme yöntemleri kullanılarak gerçekleştirilen sayısal analizleri araştırılmıştır. Sayısal analizleri...

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...