Chapter
May 22, 2014

Research on the Anchorage-Reinforced Technology in the Highway Subgrade Widening Projects

Publication: Ground Improvement and Geosynthetics

Abstract

The new anchorage-reinforced technology in the highway subgrade widening project is put forward in order to realize the effective joining between the new and the existing subgrade. The anchoring mechanism of anchoring bar and the function mechanism of geogrids in the joining between the new and the existing subgrade are analyzed in this paper. The design method of anchorage-reinforced composite structure is studied. Based on the FEM, the characteristics of the ground settlement and horizontal displacement, sungrade surface settlement and the geogrids stress are researched according to the three subgrade widening schemes; that is, excavation step only, excavation step + geogrid reinforcement, and excavation step + geogrid reinforcement + anchor bolt. These study results can be used as a reference for future studies and designs of highway subgrade widening projects.

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Go to Ground Improvement and Geosynthetics
Ground Improvement and Geosynthetics
Pages: 452 - 463

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Published online: May 22, 2014

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Ph.D. Candidate, School of Civil Engineering, Beijing Jiaotong University, No. 3 Shangyuancun, Haidian District, Beijing, China 100044. E-mail: [email protected]
Guang-qing Yang [email protected]
Professor, School of Civil Engineering, Shijiazhuang Tiedao University, No. 17 North 2nd Ring Road East, Shijiazhuang, Hebei Province, China 050043. E-mail: [email protected]
Wei-chao Liu, Ph.D. [email protected]
Lecturer, School of Civil Engineering, Shijiazhuang Tiedao University, No. 17 North 2nd Ring Road East, Shijiazhuang, Hebei Province, China 050043. E-mail: [email protected]
Bao-lin Xiong, Ph.D. [email protected]
Associate Professor, School of Civil Engineering, Shijiazhuang Tiedao University, No. 17 North 2nd Ring Road East, Shijiazhuang, Hebei Province, China 050043. E-mail: [email protected]

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