Behavior of Shallow Strip Footing on Twin Voids

Author:

Lavasan Arash Alimardani,Talsaz Ali,Ghazavi Mahmoud,Schanz Tom

Funder

Alexander von Humboldt-Stiftung (DE)

Deutsche Forschungsgemeinschaft

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference29 articles.

1. Alsalieh MI (2004) Numerical modeling of strain localization in granular material using cosserat theory enhanced with microfabric properties. PhD Thesis, Louisiana State University and Agricultural and Mechanical College, Department of Civil and Environmental Engineering, Louisiana. USA

2. Asakereh A, Ghazavi M, Tafreshi SNM (2013) Cyclic response of footing on geogrid-reinforced sand with void. Soils Found 53(3):363–374

3. Atkinson J, Cairncross A (1973) Collapse of shallow tunnel in Mohr–Coulomb material. In: Proceedings of the symposium on the role of plastic in soil mechanics. Cambridge, MA, pp 202–206

4. Atkinson J, Potts DM (1977) Stability of shallow circular tunnel in a cohesionless soil. Geotechnique 27(2):203–215

5. Atkinson J, Brown E, Potts D (1975) Collapse of shallow unlined tunnels in dense sand. Tunn Tunn 7(3):81–87

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