Two‐phase model for the excavation analysis in partially saturated soft soils using the particle finite element method

Author:

Leon Bal Abdiel Ramon1ORCID,Meschke Günther1ORCID

Affiliation:

1. Ruhr University BochumInstitute for Structural Mechanics BochumGermany

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference120 articles.

1. The cutting of densely compacted sand under water;Miedema S;Terra Aqua,1984

2. MiedemaS.The Cutting of Water Saturated Sand the Final Solution.WEDAXXV & TAMU37.New Orleans;2005.

3. ZhaoY MiedemaS.Finite element calculations to determine the pore pressures when cutting water saturated sand at large cutting angles.CEDA Dredging Days.2001.

4. KarmakarS.Numerical modeling of soil flow and pressure distribution on a simple tillage tool using computational fluid dynamics. PhD thesis.University of Saskatchewan Saskatoon Saskatchewan;2005.

5. Finite element simulation of soil failure patterns under soil bin and field testing conditions

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