Deformation and failure mechanism of rapid stabilization for dredger fill in road engineering

Author:

Hu Zhenhua,Wang Ying,Chen Yonghui,Xiao Hongtian

Funder

Natural Science Foundation of Shandong Province

the Post-doc Creative Funding in Shandong Province

Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University

Opening Foundation of Shandong Key Laboratory of Civil Engineering Disaster Prevention and Mitigation

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference24 articles.

1. Bandini P, Pham HV (2011) Bearing capacity of embedded strip footings in two-layered clay soils. Geotechnical Special Publication 211:332–341

2. Button SJ (1953) The bearing capacity of footings on two-layer cohesive subsoil. Proc. 3rd Int. Conf. Soil Mech. Found. Engrg, Zurich 1, pp 332–335

3. Cerato AB, Lutenegger AJ (2007) Scale effects of shallow foundation bearing capacity on granular material. J Geotech Geoenviron Eng 133(10):1192–1202

4. Chen WF (1975) Limit analysis and soil plasticity. Elsevier, Amsterdam

5. Consoli NC, Vendruscolo MA, Prietto PDM (2003) Behavior of plate load tests on soil layers improved with cement and fiber. J Geotech Geoenviron Eng 129(1):96–102

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