Experimental Study of Rubble Mound Behavior on the Very Soft Soil Seabed

Author:

Ghazi Hamed,Shahir Hadi,Ghalandarzadeh Abbas

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Reference32 articles.

1. Ahmadi-Tafri, H., Fakher, A.: Embankment material penetration into soft muddy soil and the separator effects, University College of Engineering, Tehran University. 35(3), 221–233 (in Persian) (2001)

2. Bayesteh, H., Mansouriboroujeni, R.: Mechanisms of settlement of a rubble mound breakwater on a soft soil in tidal flats. Mar. Georesour. Geotechnol. 1–14 (2019)

3. Beemsterboer, T.N.: Modeling the immediate penetration of rock particles in soft clay during subsea rock installation, using a flexible fallpipe vessel, M.S Thesis, TU Delft, Delft University of Technology (2013)

4. Berrabah, F., Benmebarek, S., Benmebarek, N.: Three-dimensional numerical analysis of geosynthetic-reinforced embankment over locally weak zone. Transp. Infrastruct. Geotech. 7, 269–296 (2020)

5. Bijnagte, J., Luger, H.: Rock fill penetration in a soft soil seabed—impact penetration and plastic flow through a stone skeleton. GeoDelft, Delft (2005)

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