Abstract
The authors have developed an integrated system for the design of rock slopes. Using this system, the stability of rock slopes at several projects under various geologic conditions are analysed and its effectiveness is checked by comparing the pre-excavation predictions and the post-excavation performance of the slopes. It is found that the developed system is proved to be efficient and capable of providing reliable answers for the designers. -from Authors
| Original language | English |
|---|---|
| Title of host publication | Computer methods and advances in geomechanics. Proc. 7th international conference, Cairns, 1991. Vol. 1 |
| Editors | G. Beer |
| Publisher | Balkema, for IACMAG |
| Pages | 469-474 |
| Number of pages | 6 |
| Publication status | Published - 1991 |
| Externally published | Yes |
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ASJC Scopus subject areas
- Earth and Planetary Sciences(all)
- Environmental Science(all)
Cite this
An integrated system for the stability of rock slopes. / Aydan, O.; Ichikawa, Yasuaki; Shimizu, Y.; Murata, K.
Computer methods and advances in geomechanics. Proc. 7th international conference, Cairns, 1991. Vol. 1. ed. / G. Beer. Balkema, for IACMAG, 1991. p. 469-474.Research output: Chapter in Book/Report/Conference proceeding › Chapter
}
TY - CHAP
T1 - An integrated system for the stability of rock slopes
AU - Aydan, O.
AU - Ichikawa, Yasuaki
AU - Shimizu, Y.
AU - Murata, K.
PY - 1991
Y1 - 1991
N2 - The authors have developed an integrated system for the design of rock slopes. Using this system, the stability of rock slopes at several projects under various geologic conditions are analysed and its effectiveness is checked by comparing the pre-excavation predictions and the post-excavation performance of the slopes. It is found that the developed system is proved to be efficient and capable of providing reliable answers for the designers. -from Authors
AB - The authors have developed an integrated system for the design of rock slopes. Using this system, the stability of rock slopes at several projects under various geologic conditions are analysed and its effectiveness is checked by comparing the pre-excavation predictions and the post-excavation performance of the slopes. It is found that the developed system is proved to be efficient and capable of providing reliable answers for the designers. -from Authors
UR - http://www.scopus.com/inward/record.url?scp=0026312164&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0026312164&partnerID=8YFLogxK
M3 - Chapter
AN - SCOPUS:0026312164
SP - 469
EP - 474
BT - Computer methods and advances in geomechanics. Proc. 7th international conference, Cairns, 1991. Vol. 1
A2 - Beer, G.
PB - Balkema, for IACMAG
ER -