skip to main content

Meningkatkan Daya Dukung Landfill dengan Serbuk Limestone

*Utari Wessy Andriyani  -  Jurusan Teknik Sipil, Indonesia
Solichin Solichin  -  Jurusan Teknik Sipil, Indonesia

Citation Format:
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 (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]

Fulltext
Keywords: Limestone, stabilization, difficult soil

Article Metrics:

Article Info
Section: Articles
Language : EN
Statistics:
Share:

Last update:

No citation recorded.

Last update:

No citation recorded.