Deformation and failure mechanism of excavation in clay subjected to hydraulic uplift
- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- ISBN
-
9783662465066
366246506X
- Dimensions
-
25 cm
- Extent
-
xiv, 156 Seiten
- Language
-
Englisch
- Notes
-
Illustrationen
- Keyword
-
Baugrund
Tonboden
Weicher Boden
Porenwasserdruck
Hohlraumbildung
Boden-Bauwerk-Wechselwirkung
Deformationsverhalten
Bruchverhalten
- Event
-
Veröffentlichung
- (where)
-
Hangzhou, Berlin, Heidelberg
- (who)
-
Zhejiang University Press, Springer
- (when)
-
[2016]
- Creator
- Table of contents
- Rights
-
Bei diesem Objekt liegt nur das Inhaltsverzeichnis digital vor. Der Zugriff darauf ist unbeschränkt möglich.
- Last update
-
11.03.2025, 12:18 PM CET
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Hong, Yi
- Wang, Lizhong
- Zhejiang University Press, Springer
Time of origin
- [2016]
Other Objects (12)
Modeling of excavation induced coupled hydraulic-mechanical processes in claystone
Estimation of Hydraulic Properties in Permeable Pavement Subjected to Clogging Simulation
Excavation
Analytical Solution for the Deformation of Pipe Galleries Adjacent to Deep Excavation
Chemical effects on clay hydraulic conductivity and their determination
Hydraulic conductivity of moderate and highly dense expansive clays
Hydraulic conductivity of moderate and highly dense expansive clays
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Hydraulic behaviour of Ethiopian heavy clay soils (vertisols) under stress
The bearing and deformation behaviour of concrete subjected to uniaxial compressive short term loading
Chapter I: The Excavation
Modeling of excavation induced coupled hydraulic-mechanical processes in claystone
Estimation of Hydraulic Properties in Permeable Pavement Subjected to Clogging Simulation
Excavation
Analytical Solution for the Deformation of Pipe Galleries Adjacent to Deep Excavation
Chemical effects on clay hydraulic conductivity and their determination
Hydraulic conductivity of moderate and highly dense expansive clays
Hydraulic conductivity of moderate and highly dense expansive clays
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Hydraulic behaviour of Ethiopian heavy clay soils (vertisols) under stress
The bearing and deformation behaviour of concrete subjected to uniaxial compressive short term loading
Chapter I: The Excavation
Modeling of excavation induced coupled hydraulic-mechanical processes in claystone
Estimation of Hydraulic Properties in Permeable Pavement Subjected to Clogging Simulation
Excavation
Analytical Solution for the Deformation of Pipe Galleries Adjacent to Deep Excavation
Chemical effects on clay hydraulic conductivity and their determination
Hydraulic conductivity of moderate and highly dense expansive clays
Hydraulic conductivity of moderate and highly dense expansive clays
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Time dependent bearing behaviour of foundations subjected to alternate loading in overconsolidated clay
Hydraulic behaviour of Ethiopian heavy clay soils (vertisols) under stress
The bearing and deformation behaviour of concrete subjected to uniaxial compressive short term loading