Probabilistic approaches for geotechnical site characterization and slope stability analysis
- Standort
-
Deutsche Nationalbibliothek Frankfurt am Main
- ISBN
-
9783662529126
3662529122
- Maße
-
24 cm
- Umfang
-
xvi, 190 Seiten
- Ausgabe
-
[1st ed.]
- Sprache
-
Englisch
- Anmerkungen
-
Illustrationen
- Schlagwort
-
Geotechnik
Stochastisches Modell
Probabilistische Sicherheitsanalyse
Hangsicherung
Monte-Carlo-Simulation
- Ereignis
-
Veröffentlichung
- (wo)
-
[Hangzhou], Berlin, Heidelberg
- (wer)
-
Zhejiang University Press, Springer
- (wann)
-
[2017]
- Urheber
- Beteiligte Personen und Organisationen
- Inhaltsverzeichnis
- Rechteinformation
-
Bei diesem Objekt liegt nur das Inhaltsverzeichnis digital vor. Der Zugriff darauf ist unbeschränkt möglich.
- Letzte Aktualisierung
-
11.06.2025, 13:48 MESZ
Datenpartner
Dieses Objekt wird bereitgestellt von:
Deutsche Nationalbibliothek. Bei Fragen zum Objekt wenden Sie sich bitte an den Datenpartner.
Deutsche Nationalbibliothek. Bei Fragen zum Objekt wenden Sie sich bitte an den Datenpartner.
Beteiligte
- Cao, Zijun
- Wang, Yu
- Li, Dianqing
- Springer-Verlag GmbH
- Zhejiang University Press, Springer
Entstanden
- [2017]
Ähnliche Objekte (12)
Slope stability along active and passive continental margins : a geotechnical approach
Slope stability along active and passive continental margins: a geotechnical approach
Progress and Perspectives of Geotechnical Anchor Bolts on Slope Engineering in China
Time-dependent Probabilistic Assessment of Rainfall-induced Slope Failure
Geotechnical stability in surface mining : proceedings of the International Symposium on Geotechnical Stability in Surface Mining, Calgary, 6 - 7 November 1986
Geotechnical measurements to characterise slope sediments and to identify landslide mechanisms and their impact on ecosystems
A comparison of different seismological and geotechnical parameters for site characterization
Geotechnical earthquake engineering
Intelligent geotechnical engineering
Non-deterministic analysis of slope stability based on numerical simulation
Non-deterministic analysis of slope stability based on numerical simulation
Three-dimensional slope stability model of the Turaida castle mound
Slope stability along active and passive continental margins : a geotechnical approach
Slope stability along active and passive continental margins: a geotechnical approach
Progress and Perspectives of Geotechnical Anchor Bolts on Slope Engineering in China
Time-dependent Probabilistic Assessment of Rainfall-induced Slope Failure
Geotechnical stability in surface mining : proceedings of the International Symposium on Geotechnical Stability in Surface Mining, Calgary, 6 - 7 November 1986
Geotechnical measurements to characterise slope sediments and to identify landslide mechanisms and their impact on ecosystems
A comparison of different seismological and geotechnical parameters for site characterization
Geotechnical earthquake engineering
Intelligent geotechnical engineering
Non-deterministic analysis of slope stability based on numerical simulation
Non-deterministic analysis of slope stability based on numerical simulation
Three-dimensional slope stability model of the Turaida castle mound
Slope stability along active and passive continental margins : a geotechnical approach
Slope stability along active and passive continental margins: a geotechnical approach
Progress and Perspectives of Geotechnical Anchor Bolts on Slope Engineering in China
Time-dependent Probabilistic Assessment of Rainfall-induced Slope Failure
Geotechnical stability in surface mining : proceedings of the International Symposium on Geotechnical Stability in Surface Mining, Calgary, 6 - 7 November 1986
Geotechnical measurements to characterise slope sediments and to identify landslide mechanisms and their impact on ecosystems
A comparison of different seismological and geotechnical parameters for site characterization
Geotechnical earthquake engineering
Intelligent geotechnical engineering
Non-deterministic analysis of slope stability based on numerical simulation
Non-deterministic analysis of slope stability based on numerical simulation