Wave Erosion of Cohesive and non-Cohesive Embankments: Laboratory Experiments
Laboratory experiments were carried out in a wave tank to investigate wave induced beach profile evolution and scarp recession on cohesive and non-cohesive model embankments. The cohesive embankment was constructed using a natural soil mixture, and the noncohesive embankment was constructed using cy...
Main Authors: | Ozeren Yavuz, Wren Daniel |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2018-01-01
|
Series: | E3S Web of Conferences |
Online Access: | https://doi.org/10.1051/e3sconf/20184003040 |
Similar Items
-
Numerical modelling of erosion and deposition with cohesive and non-cohesive sediments
by: Al-Hadeethi, Basheer Khalil Ibraheem
Published: (2018) -
Hydraulically Failure Mechanism of non-Cohesive Homogenous Protective Embankments by Overtopping
by: ebrahim sadeghi hardangi, et al.
Published: (2018-04-01) -
MODEL OF COHESIVE SOIL EROSION AND SURFACE WAVE MOTION
by: H. Miloshevich, et al.
Published: (2015-06-01) -
Repeated erosion of cohesive sediments with biofilms
by: K. Valentine, et al.
Published: (2014-04-01) -
Flume studies on the erosion of cohesive sediments
by: Dennett, Keith E.
Published: (2008)