Abstract
With the rapid construction of highways in China since the 1990s, methods for treating the differential settlement of the soft soil highway subgrade (including the bumps at bridgeheads ) have gradually been developed.
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References
J. Sun, The Rheology and Engineering Applications of Geotechnical Materials (China Architecture & Building Press, Beijing, 1999). (In Chinese)
X. Gong, Thinking of numerical analysis of geotechnical engineering. Rock Soil Mech. 32(2), 321–325 (2011). (In Chinese)
H. Zhu et al., Engineering Structural Stability, Balance and Deformation Compatibility Control Measures and Applications (China Communications Press Co., Ltd., Beijing, 2015). (In Chinese)
Industrial Standard of the People’s Republic of China, JTG D30-2004 Code for Design of Highway Subgrades (China Communications Press, Beijing, 2004). (In Chinese)
D. Gao, Review and Prospect of Geotechnical Engineering (China Communications Press, Beijing, 2002). (In Chinese)
Y. Guo, et al., New Techniques for Controlling the Post-construction Settlement Deformation in the Subgrades and Treatment of the Bumps at Bridgeheads. Collected Papers of the 9th Academic Conference on Soil Mechanics and Geotechnical Engineering© (Tsinghua University Press, Beijing, 2003). (In Chinese)
G.B. Liu, S.M. Liao, Geotechnical Engineering in Soft Ground (Tongji University Press, Shanghai, 2001)
S.R. Lo, M.R. Karim, C.T. Gnanendran, Consolidation and creep settlement of embankment on soft clay: prediction versus observation, Geotechnical Predictions and Practice in Dealing with Geohazards (Springer, Dordrecht, Netherlands, 2013)
H.E.M. Hunt, Settlement of railway track near bridge abutments. ICE Proc.-Transp. 123(1), 68–73 (1997)
C.L. Snow, C.R. Nickerson, Case study of EPS geofoam lightweight fill for settlement control at bridge approach embankment. Geotech. Eng. Transp. Projects 1, 580–589 (2004)
Y. Demura, M. Matsuo, Optimization of Foundation of Bridge on Soft Ground, in Reliability and Optimization of Structural Systems: Proceedings of the sixth IFIP WG7.5 working conference on reliability and optimization of structural systems (Springer, Boston, 1994, 1995), pp. 112–119
Z.D. Cui, S.X. Ren, Prediction of long-term settlements of subway tunnel in the soft soil area. Nat. Hazards 74(2), 1007–1020 (2014)
J.Y. Wu, The settlement behaviors of granular backfill materials for high speed rail embankment. Geotech. Eng. Transp. Projects 2(126), 1584–1591 (2004)
J.L. Briaud, R.W. James, S.B. Hoffman, Settlement of Bridge Approaches (The Bump at the End of the Bridge) (Transportation Research Board, Washington, 1997)
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Zhu, H., Wu, Z., Chen, M., Zhao, Y. (2019). Overview of Methods for Treating the Differential Settlement of the Soft Soil Highway Subgrade (Including the Bumps at Bridgeheads). In: Controlling Differential Settlement of Highway Soft Soil Subgrade. SpringerBriefs in Applied Sciences and Technology. Springer, Singapore. https://doi.org/10.1007/978-981-13-0722-5_2
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DOI: https://doi.org/10.1007/978-981-13-0722-5_2
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