REKAYASA GEOTEKNIK DALAM DESAIN EMBUNG DOUDSENDOW DIATAS LAPISAN TANAH LUNAK

Authors

  • Stephanie M. F. Nangoy
  • Oktovian B. A. Sompie
  • Lintong Elisabeth

Abstract

Pemilihan tahapan konstruksi pada dam timbunan tanah (Earthfill Dam) dengan teknik yang efektif dilakukan diatas tanah dasar lunak (soft subsoil) dimana konsolidasi dapat menyebabkan penurunan akibat beban. Makalah ini menunjukkan studi perilaku dan stabilitas embung Doudsendow dalam tahapan konstruksi diatas lapisan tanah dasar lunak menggunakan metode elemen batas (Finite Elemen Methods,FEM) dengan bantuan program Plaxis. Perilaku tanah diselidiki dilaboratorium serta nilai dari tiap perubahan tahapan dievaluasi. Pendekatan metode numerik dengan program Plaxis digunakan sebagai pemecahan praktis masalah geoteknik.
Kata kunci: Rekayasa geoteknik, dam timbunan tanah

Downloads

Published

2013-09-15

Issue

Vol. 3 No. 3 (2013): JURNAL ILMIAH MEDIA ENGINEERING

Section

Articles

License

Copyright (c) 2013 Stephanie M. F. Nangoy, Oktovian B. A. Sompie, Lintong Elisabeth

Creative Commons License

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

  1. I declare that this paper ... (title of paper) ... is original and has not been published previously nor under consideration to be published elsewhere and that any necessary permission to quote from another source has been obtained.
  2. With the publication, I transfer the copyright to The Jurnal Ilmiah Media Engineering (PTSU-OJS). This copyright transfer shall cover the exclusive right to reproduce and distribute the article, including reprint, photographic reproduction of similar nature and translation. It shall also include the right to adapt the article for use in conjunction with computer system and programs including reproduction or publication in machine-readable form and incorporation in retrieval systems.

Author (also on behalf of any co-authors):

Signed
____________________ 

Name :
Date :