STABILITAS FONDASI DANGKAL PADA LERENG DENGAN PROGRAM PLAXIS

Wendy, Wendy and Andryan, Suhendra (2009) STABILITAS FONDASI DANGKAL PADA LERENG DENGAN PROGRAM PLAXIS. Jurnal Partisi, 06 (01). ISSN -

[img]
Preview
Text
02-Wendy-ABSTRACT.pdf

Download (6kB) | Preview
Official URL: http://library.binus.ac.id/Collections/jour...

Abstract

Placement of shallow foundation is not always placed on ground which has a flat contour, but in certain condition, the shallow foundation is placed next to the slope. Therefore, an analysis of soil carrying capacity on the foundation needs to be done to find out how strong the sloped land can sustain shallow foundation above it. Slope inclination and distance of the shallow foundation to the slopes also affect the amount of soil carrying capacity. Article clarifies the placement of a continuous shallow foundation and placed next to the slope. Whereas the distance to slope and the slope inclination were varied to determine how big the influence on land carrying capacity. The calculation method was done by a Plaxis program version 8.6, based on element, compared with the carrying capacity calculations manually. Output from Plaxis will be used as a study in this research. The results of manual calculation and calculation of Plaxis program and value of the land carrying capacity on the off-sand soil which was different about 1 to 15 percent. Whereas for the clay soil in drained condition, the difference was about 1 to 19 percent.

Item Type: Article
Additional Information: 10_Volume 06 / Nomor 01 / May 2009_STABILITAS FONDASI DANGKAL PADA LERENG DENGAN PROGRAM PLAXIS
Subjects: Architectural and Civil Engineering
Divisions: Jurnal Partisi > Volume 06 / Nomor 01 / May 2009
Depositing User: Mr. Super Admin
Date Deposited: 05 Jun 2012 04:54
Last Modified: 30 Jan 2013 04:36
URI: http://eprints.binus.ac.id/id/eprint/13336

Actions (login required)

View Item View Item