Assessing the progress of internal instability of fill dam material in South Korea through long-term seepage tests
- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- Extent
-
1 Online-Ressource.
- Language
-
Englisch
- Bibliographic citation
-
Assessing the progress of internal instability of fill dam material in South Korea through long-term seepage tests ; volume:83 ; number:5 ; day:19 ; month:4 ; year:2024 ; pages:1-12 ; date:5.2024
Bulletin of engineering geology and the environment ; 83, Heft 5 (19.4.2024), 1-12, 5.2024
- Creator
-
Lee, Hee-Jun
Kim, Inhyun
Chung, Choong-Ki
- Contributor
-
SpringerLink (Online service)
- DOI
-
10.1007/s10064-024-03662-5
- URN
-
urn:nbn:de:101:1-2407190811545.093367987224
- Rights
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
14.08.2025, 10:44 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
- Lee, Hee-Jun
- Kim, Inhyun
- Chung, Choong-Ki
- SpringerLink (Online service)
Other Objects (12)
Seepage stability analysis of geogrid reinforced tailings dam
Seepage
Relationship between seepage water volume and total suspended solids of landslide dam failure caused by seepage: an experimental investigation
![[Fill, fill, fill, all the Glasses]](https://iiif.deutsche-digitale-bibliothek.de/image/2/348cd20f-29c3-4fde-8cb3-c23e075a3f3e/full/!306,450/0/default.jpg)
[Fill, fill, fill, all the Glasses]
Settlement behaviour of a concrete faced rock-fill dam
The Kambarata 2 blast-fill dam, Kyrgyz Republic : blast event, geophysical monitoring and dam structure modelling
Effect of drain pipes on seepage and slope stability through a zoned earth dam
Numerical research on disastrous mechanism of seepage instability of karst collapse column considering variable mass effect
Fill, Willi
Analysis of infiltration, seepage processes and slope instability mechanisms during the November 2000 storm event in Tuscany
The relationship among the premonitory factors of landslide dam failure caused by seepage: an experimental study
Seepage monitoring and leaks detection along an earth dam with a multi-sensor thermal-active system
Seepage stability analysis of geogrid reinforced tailings dam
Seepage
Relationship between seepage water volume and total suspended solids of landslide dam failure caused by seepage: an experimental investigation
[Fill, fill, fill, all the Glasses]
Settlement behaviour of a concrete faced rock-fill dam
The Kambarata 2 blast-fill dam, Kyrgyz Republic : blast event, geophysical monitoring and dam structure modelling
Effect of drain pipes on seepage and slope stability through a zoned earth dam
Numerical research on disastrous mechanism of seepage instability of karst collapse column considering variable mass effect
Fill, Willi
Analysis of infiltration, seepage processes and slope instability mechanisms during the November 2000 storm event in Tuscany
The relationship among the premonitory factors of landslide dam failure caused by seepage: an experimental study
Seepage monitoring and leaks detection along an earth dam with a multi-sensor thermal-active system
Seepage stability analysis of geogrid reinforced tailings dam
Seepage
Relationship between seepage water volume and total suspended solids of landslide dam failure caused by seepage: an experimental investigation
[Fill, fill, fill, all the Glasses]
Settlement behaviour of a concrete faced rock-fill dam
The Kambarata 2 blast-fill dam, Kyrgyz Republic : blast event, geophysical monitoring and dam structure modelling
Effect of drain pipes on seepage and slope stability through a zoned earth dam
Numerical research on disastrous mechanism of seepage instability of karst collapse column considering variable mass effect
Fill, Willi
Analysis of infiltration, seepage processes and slope instability mechanisms during the November 2000 storm event in Tuscany
The relationship among the premonitory factors of landslide dam failure caused by seepage: an experimental study