Stress and deformation due to embankment widening with different treatment techniques

Author:

Wang Hao,Huang Xiao-ming

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference21 articles.

1. LUDLOW S J, CHEN W F, BOURDEAU P L, LOVELL P L. Embankment widening and grade raising on soft foundation soils. Phase 2, Research project final report: joint highway research project [R]. West Lafayette: Purdue University, 1993.

2. VOS E, COUVREUR J F, VERMAUT M. Comparison of numerical analysis with field data of a road widening project on peaty soil [C]// Proceeding of International Workshop: Advances in Understanding and Modeling the Mechanical Behavior of Peat. Balkema, Rotterdam, 1994: 267–274.

3. WANG Hao, HUANG Xiao-ming. Centrifuge model test and numerical analysis of embankment widening on soft ground [C]// Proc Applications of Advanced Technologies in Trans Eng of the 8th International Conf. ASCE T&DI, Beijing, China, 2004: 548–553.

4. HAN Jie, HUANG Jie, LIU Song-yu, HONG Zhen-shun. Stresses and deformations induced by widening of existing embankments over soft soils [C]// Proceedings of the International Symposium of Lowland Technology. Saga, Japan, 2006: 201–205.

5. LING Jian-ming, QIAN Jin-song, HUANG Qin-long. Failure mechanism and design criterion for low-volume roads subgrade widening [R]. Transportation Research Record 1989, TRB, National Research Council, Washington, D.C., 2007: 135–141.

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