BibTex Citation Data :
@article{MKTS3918, author = {Utari Wessy Andriyani and Solichin Solichin}, title = {Meningkatkan Daya Dukung Landfill dengan Serbuk Limestone}, journal = {MEDIA KOMUNIKASI TEKNIK SIPIL}, volume = {13}, number = {3}, year = {2012}, keywords = {Limestone, stabilization, difficult soil}, abstract = { Laboratories testing to stabilization difficulty soil especially landfill was conducted. As stabilization material are used limestone, with various composition of landfill soil added limestone starting 8 % to 40 % from landfill soil weight. Based on the result testing data can be conclusion that the best composition is landfill soil + 24 % limestone. In this composition the value of ultimate bearing capacity is increase 493.388 % And allawable bearing capacity increasing up to 493.388 %. In this best composition the value of soil parameters: cohesion (C uu ) increase 493,8 %, liquid limit (LL) decrease 12.52 %, OMC decrease 10.8 %, dry unit weight (g d ) increase 14.27 %, specific gravity (G S ) increase 4.8 % and compression index (Cc) decrease 15,7 %. So that limestone can be used such stabilization alternative material for landfill. Keywords : Limestone, stabilization, difficult soil Permalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3918 [How to cite: Andriyani, U.W. dan Solichin, 2005, Meningkatkan Daya Dukung Landfill dengan Serbuk Limestone, Jurnal Media Komunikasi Teknik Sipil , Volume 13, Nomor 3, pp. 13-18] }, issn = {25496778}, pages = {13--18} doi = {10.14710/mkts.v13i3.3918}, url = {https://ejournal.undip.ac.id/index.php/mkts/article/view/3918} }
Refworks Citation Data :
Laboratories testing to stabilization difficulty soil especially landfill was conducted. As stabilization material are used limestone, with various composition of landfill soil added limestone starting 8 % to 40 % from landfill soil weight. Based on the result testing data can be conclusion that the best composition is landfill soil + 24 % limestone. In this composition the value of ultimate bearing capacity is increase 493.388 % And allawable bearing capacity increasing up to 493.388 %. In this best composition the value of soil parameters: cohesion (Cuu) increase 493,8 %, liquid limit (LL) decrease 12.52 %, OMC decrease 10.8 %, dry unit weight (gd) increase 14.27 %, specific gravity (GS) increase 4.8 % and compression index (Cc) decrease 15,7 %. So that limestone can be used such stabilization alternative material for landfill.
Keywords : Limestone, stabilization, difficult soil
Permalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3918
[How to cite: Andriyani, U.W. dan Solichin, 2005, Meningkatkan Daya Dukung Landfill dengan Serbuk Limestone, Jurnal Media Komunikasi Teknik Sipil, Volume 13, Nomor 3, pp. 13-18]
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