DAYA DUKUNG FONDASI DANGKAL DI ATAS TANAH BERLAPIS DUA MENGGUNAKAN PROGRAM PLAXIS V8.6
| Main Authors: | Shellmy, Shellmy, Andryan, Suhendra |
|---|---|
| Format: | Article PeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
Binus University
, 2009
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| Subjects: | |
| Online Access: |
http://eprints.binus.ac.id/13032/1/05-Shellmy-ABSTRACT.pdf http://eprints.binus.ac.id/13032/ |
Daftar Isi:
- Analysis on soil carrying capacity on uniform soil condition by a conventional calculation is often done. But, the analysis on soil carrying capacity on the laminar soil by using 2 methods all at once is rarely done. Therefore, this article aims to calculate the soil carrying capacity on shallow foundation above two laminar soils by using conventional method and Plaxis program version 8.6, with a thickness of different layers, in order to know how much the influence of soil layer thickness and basic soil type toward the soil carrying capacity. This research was conducted on continuous shallow foundation. The layer thickness was also different and used basic soil clay and sand with different characteristics. Calculation method in this study was conducted conventionally and the Plaxis program version 8.6 based on limited element. Plaxis output will be used as a study in this research is the soil carrying capacity which occurs on sand and clay. Based on the research, on the condition of upper layer of solid sand and bottom layer of soft clay, the value of soil carrying capacity is not much different from the three methods used.