STABILITAS FONDASI DANGKAL PADA LERENG DENGAN PROGRAM PLAXIS
| Main Authors: | Wendy, Wendy, Andryan, Suhendra |
|---|---|
| Format: | Article PeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
Binus University
, 2009
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| Subjects: | |
| Online Access: |
http://eprints.binus.ac.id/13336/1/02-Wendy-ABSTRACT.pdf http://eprints.binus.ac.id/13336/ |
Daftar Isi:
- 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.