Studi Karakteristik Fondasi Pelat Tipis Dengan Pengaku Tiang “+” Pada Tanah Granuler Melalui Uji Eksperimen Dan Analisis Pemodelan Menggunakan Software Abaqus
Study of Characteristics of Thin Plate Foundation with Stiffener "+" in Granular Soil through Experimental Test and Analysis Modeling Using Abaqus Software
Keywords:
nailed slab system, centric and eccentric loading, Abaqus softwareAbstract
[EN] The amount of damage that happened in Indonesian road is the impact of high traffic load exceeds the carrying capacity of the pavement. To reduce the problems that occur on the pavement the good systems of pavement are built, various studies conducted to produce a creative innovation in order to evaluate and improve the performance of the pavement system. this study has developed a new system of foundation with pile "+" to make the connection between plate and minipile (joint) becomes better.
In this study, three models of foundation will be tested by loading test (following ASTM D 114 381 and ASTM D 3689 Pile Under static axial compressive load) to observe and analyze the behavior of the foundation model by loading centric and eccentric. In addition to laboratory tests this research also modeling analysis with Abaqus software to observe and analyze the behavior of the foundation model in terms of deformation and settlement.
The results showed the distances between pile and pile provides a significant contribution in reducing the settlement in the foundation when given a maximum load of 20 kN, where is the foundation 1 had short distance between the other foundation the deformation and settlement is the smallest. The length of pile also give significant contribution to reduce the settlement like in foundation 3 that have 20 cm length of the pile have settlement and deformatioan smaller than the foundation 2 that have 10 cm length of the pile
Downloads
References
Arungpadang, R, 2009, Pengaruh Jarak Tiang Terhadap Lendutan Pelat Beton Sistem Pelat Terpaku Akibat Beban Eksentris pada Pasir, Skripsi program sarjana JTSL FT UGM, Yogyakarta
Hardiyatmo, H.C., Suhendro, B.2003, FondasiTiangDengan Pile Cap Tipis SebagaiAlternatifuntukMengatasi Problem PenurunanBangunan di Atas Tanah Lunak, LaporanPenelitianHibahBersaingPerguruanTinggiTahun 2001 -2003.
Hardiyatmo, H.C., 2008, Sistem ”Pelat Terpaku”(Nailed Slab) Untuk Perkuatan Pelat Beton Pada Perkerasan Kaku (Rigid Pavement), Seminar NasionalTeknologiTepatGunaPenangananSaranaPrasarana, Magister Pengelolaan Sarana Prasarana UGM, Yogyakarta.
Malisa, R, 2009, Pengaruh Jarak Tiang Terhadap Lendutan Pelat Beton Sistem Pelat Terpaku Akibat Beban Sentris pada Pasir, Skripsi program sarjana JTSL FT UGM, Yogyakarta
Togubu, Jamaluddin., 2012, Kajian Kenaikan Modulus Reaksi Subgrade Dari Hasil Uji Beban Pelat Yang Didukung Tiang PadaSistemPelatTerpaku. Tesis, ProgramPascasarjana, MinatStudiGeoteknik JTSL, FT UGM.GadjahMada, Yogyakarta.
Downloads
Published
Issue
Section
License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Copyright. This is an open access article which means that all content is freely available without charge to the user or his/her institution. Jurnal Saintis allows the author(s) to hold the copyright without restriction. The copyright in the text of individual articles (including research articles, opinion articles, and abstracts) is the property of their respective authors distributed under the terms of the Creative Commons Attribution-ShareAlike 4.0 International License which permits unrestricted use, distribution, and reproduction in any medium. Users are allowed to read, download, copy, distribute, search, or link to full-text articles in this journal without asking by giving appropriate credit, provide a link to the license, and indicate if changes were made.