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All Journal Inersia : Jurnal Teknik Sipil dan Arsitektur MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Teknik Sipil Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Jurnal Ilmiah Dinamika Rekayasa (DINAREK) Teras Jurnal Journal of the Civil Engineering Forum LANGKAU BETANG: JURNAL ARSITEKTUR Jurnal Aplikasi Teknik Sipil Jurnal Riset Rekayasa Sipil Journal of the Civil Engineering Forum
Bambang Suhendro
Departemen Teknik Sipil Dan Lingkungan, Universitas Gadjah Mada, Yogyakarta
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Transportation Other

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Journal : Jurnal Ilmiah Dinamika Rekayasa (DINAREK)

 1 
Analisis Perubahan Tekanan Air Pori pada Tanah Lunak akibat Beban Trial Embankmentdengan menggunakan Plaxis Versi 7.2. Patria, Adhe Noor; Suryolelono, Kabul Basah; Suhendro, Bambang
Dinamika Rekayasa Vol 5, No 1 (2009): Dinamika Rekayasa - Februari 2009
Publisher : Jenderal Soedirman University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20884/1.dr.2009.5.1.16

Abstract

Soft soil could be found easily in Indonesia. Constructions that built on this soil; such as embankment; face some obstructions, for instance long period consolidation, difficult soil compaction, unstable slope of embankment and high settlement value for long period. Consolidation related to particle size of soil grains, soil permeability coefficient and pore size between soil particles. This research was carried out with numerical simulation and aimed to analyze the change in pore water pressures in soft soil due to embankment load.Numerical simulation was carried out by using Plaxis version 7.2. The time periods for construction and consolidation were the same with field measurement values. Total times for both stages were 102 days. Material model used were Mohr Coulomb Model and input material model that were used were the same with filed measurement values.The results showed that at the end of construction stage there always an increasement in pore water pressure (excess pore water pressure existed) and the decreasement of pore water pressure occurred in consolidation period. Excess pore water pressures of soil below embankment were at area A, depth 0,5 was -22,8093 kPa, at area B (depth 9 m) was -21,5576 kPa and at area C (depth 13 m) was -14,159 kPa.
Co-Authors Achmad Basuki Ade Trias Safrudin Adhe Noor Patria, Adhe Noor Aisyah Aisyah Akhmad Aminullah Ali Awaludin Ali Awaludin Aminnullah, Akhmad Aminullah, Akhmad Anas Puri, Anas Anno Mahfuda Bambang Supriyadi Hary Christady H. Hary Christady Hardiyatmo, Hary Christady Heribertus Sigit Kianjaya Iman Satyarno Kabul Basah Suryolelono Luki Hariando Purba Nasution, Multilawati Nuryanti, Pingkan Panji Krisna Wardana Purbolaras Nawangalam Raka Bagus Panuntun Renga Rao Krishnamoorthy Rini Kusumawardani, Rini Sulityo, Djoko Suprapto Siswosukarto Suprapto Siswosukarto Taqia Rahman Vallentino, Rizky Veithzal Rivai Zainal Wardhani Sartono Wira Sucitra Ibrahim Yuliar Azmi Adhitama