Full Description
| Cataloguing Source | LibUI ind rda |
| Content Type | text (rdacontent) |
| Media Type | computer (rdamedia) |
| Carrier Type | online resource (rdacarrier) |
| Physical Description | xvii, 123 pages : illustration ; appendix |
| Concise Text | |
| Holding Institution | Universitas Indonesia |
| Location | Perpustakaan UI |
- Availability
- Digital Files: 1
- Review
- Cover
- Abstract
| Call Number | Barcode Number | Availability |
|---|---|---|
| S-Pdf | 14-20-923147009 | TERSEDIA |
| No review available for this collection: 20473353 |
Abstract
ABSTRAK
Dalam penelitian ini, efek ketidakpastian tanah dianalisis secara probabilistik untuk beberapa kondisi geometri lereng. Geometri lereng yang yang berbeda di representasikan dalam sudut 27, 34, 45 dan 63 pada ketinggian 5, 10 dan 15 m. Analisis probabilistik stabilitas lereng dilakukan menggunakan SLOPE/W utuk menggambarkan pola keruntuhan dan probabilitas kegagalan yang dimiliki oleh setiap bentuk geometri. Hasil probabilistik digunakan dalam mencari faktor yang mempegaruhi pengambilan keputusan bentuk geometri lereng dengan meninjau keadaan lereng dari konstruksi hingga pengoperasiannya dengan perhitungan Expected Monetary Value EMV . Pendekatan analisis decision making memberikan gambaran bagaimana pengaruh konsekuensi dari setiap pemilihan keputusan geometri lereng dilihat dari biaya.
ABSTRACT
In this study, soil uncertainties were analyzed probabilistically in different slope geometries. Different slope geometries are represented in 27, 34, 45 and 63 angles at 5m, 10m and 15 m height. The probabilistic analysis of slope stability is conducted with SLOPE W to describe the slip surface and the probability of failure possessed by slope geometries. Probabilistic results are used to know the factors that influences the decision making on slope geometries considering its state of the construction until operation with Expected Monetary Value EMV calculations. The decision making analysis approach gives an overview of how the consequences of slope geometries determined the decision made by its cost.
Dalam penelitian ini, efek ketidakpastian tanah dianalisis secara probabilistik untuk beberapa kondisi geometri lereng. Geometri lereng yang yang berbeda di representasikan dalam sudut 27, 34, 45 dan 63 pada ketinggian 5, 10 dan 15 m. Analisis probabilistik stabilitas lereng dilakukan menggunakan SLOPE/W utuk menggambarkan pola keruntuhan dan probabilitas kegagalan yang dimiliki oleh setiap bentuk geometri. Hasil probabilistik digunakan dalam mencari faktor yang mempegaruhi pengambilan keputusan bentuk geometri lereng dengan meninjau keadaan lereng dari konstruksi hingga pengoperasiannya dengan perhitungan Expected Monetary Value EMV . Pendekatan analisis decision making memberikan gambaran bagaimana pengaruh konsekuensi dari setiap pemilihan keputusan geometri lereng dilihat dari biaya.
ABSTRACT
In this study, soil uncertainties were analyzed probabilistically in different slope geometries. Different slope geometries are represented in 27, 34, 45 and 63 angles at 5m, 10m and 15 m height. The probabilistic analysis of slope stability is conducted with SLOPE W to describe the slip surface and the probability of failure possessed by slope geometries. Probabilistic results are used to know the factors that influences the decision making on slope geometries considering its state of the construction until operation with Expected Monetary Value EMV calculations. The decision making analysis approach gives an overview of how the consequences of slope geometries determined the decision made by its cost.