- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
-
1612-5118
- Extent
-
Online-Ressource
- Language
-
Englisch
- Notes
-
online resource.
- Bibliographic citation
-
Behaviour of buried pipes in unstable sandy slopes ; day:6 ; month:11 ; year:2018 ; pages:1-11
Landslides ; (6.11.2018), 1-11
- Classification
-
Ingenieurbau und Umwelttechnik
- Creator
-
Zhang, Weiyuan
Askarinejad, Amin
- Contributor
-
SpringerLink (Online service)
- DOI
-
10.1007/s10346-018-1066-1
- URN
-
urn:nbn:de:101:1-2018122423032465379534
- Rights
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
14.08.2025, 10:57 AM CEST
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
- Zhang, Weiyuan
- Askarinejad, Amin
- SpringerLink (Online service)
Other Objects (12)
Statik erdüberdeckter Rohre : = Structural analysis of buried pipes
Half-scale experimental study of rockfall impacts on sandy slopes
District heating pipes buried in Temporarily Flowable Backfill Materials
ASSESSING THE CONDITION OF BURIED PIPE USING GROUND PENETRATING RADAR (GPR)
Study of the engineering performance of pipes buried in the soil
Suction effects during uplift of steel pipes buried in compacted soil
Effectiveness of geocell wall, geogrid and micropile anchors for mitigation of unstable slopes
Improvements of safety conditions of unstable rock slopes through the use of explosives
Stress Distribution in Buried Defective PE Pipes and Crack Propagation in Nanosheets
Physical, geochemical, and clay mineralogical properties of unstable soil slopes in the Cameron Highlands
Deformation Prediction of Unstable Slopes Based on Real-Time Monitoring and DeepAR Model
Buried
Statik erdüberdeckter Rohre : = Structural analysis of buried pipes
Half-scale experimental study of rockfall impacts on sandy slopes
District heating pipes buried in Temporarily Flowable Backfill Materials
ASSESSING THE CONDITION OF BURIED PIPE USING GROUND PENETRATING RADAR (GPR)
Study of the engineering performance of pipes buried in the soil
Suction effects during uplift of steel pipes buried in compacted soil
Effectiveness of geocell wall, geogrid and micropile anchors for mitigation of unstable slopes
Improvements of safety conditions of unstable rock slopes through the use of explosives
Stress Distribution in Buried Defective PE Pipes and Crack Propagation in Nanosheets
Physical, geochemical, and clay mineralogical properties of unstable soil slopes in the Cameron Highlands
Deformation Prediction of Unstable Slopes Based on Real-Time Monitoring and DeepAR Model
Buried
Statik erdüberdeckter Rohre : = Structural analysis of buried pipes
Half-scale experimental study of rockfall impacts on sandy slopes
District heating pipes buried in Temporarily Flowable Backfill Materials
ASSESSING THE CONDITION OF BURIED PIPE USING GROUND PENETRATING RADAR (GPR)
Study of the engineering performance of pipes buried in the soil
Suction effects during uplift of steel pipes buried in compacted soil
Effectiveness of geocell wall, geogrid and micropile anchors for mitigation of unstable slopes
Improvements of safety conditions of unstable rock slopes through the use of explosives
Stress Distribution in Buried Defective PE Pipes and Crack Propagation in Nanosheets
Physical, geochemical, and clay mineralogical properties of unstable soil slopes in the Cameron Highlands
Deformation Prediction of Unstable Slopes Based on Real-Time Monitoring and DeepAR Model