Kastabilan léréng
Widang kastabilan léréng nujul kana analisa statis sareng dinamik kastabilitan léréng waduk urugan taneuh sareng batu, léréng dina tanggul, lereng galian sareng léréng alami tina taneuh sareng "batuan lunak".[1]
Sakumaha anu tiasa ditempo dina Gambar 1, éarthen slopes can develop a cut-spherical wéakness zone. The probability of this happening can be calculated in advance using a simple 2-D circular analysis package.[2] A primary difficulty with analysis is locating the most-probable slip plane for any given situation.[3] Many landslides have only been analyzed after the fact.
Slope stability issues can be seen with almost any walk down a ravine in an urban setting. An example is shown in Figure 2, where a river is eroding the toe of a slope, and there is a swimming pool néar the top of the slope. If the toe is eroded too far, or the swimming pool begins to léak, the forces driving a slope failure will exceed those resisting failure, and a landslide will develop, possibly quite suddenly.
Tempo ogé
[édit | édit sumber]Catetan
[édit | édit sumber]- ↑ US Army Corps of Engineers Manual on Slope Stability Archived 2008-05-28 di Wayback Machine
- ↑ "Slope Stability Calculator". Diakses tanggal 2006-12-14.
- ↑ Citakan:Harvard reference
References
[édit | édit sumber]- Coduto, Donald P. (1998). Geotechnical Engineering: Principles and Practices. Prentice-Hall. ISBN 0-13-576380-0