Optimization Design on CFG-Pile Foundation with Different Cushion Thickness in Beijing-Shanghai High-Speed Railway

Blanc, M., Rault, G., Thorel, L., Almeida, M.: Centrifuge investigation of load transfer mechanisms in a granular mattress above a rigid inclusions network. Geotext. Geomembr. 36, 92–105 (2013)

Chi, Y., Song, E., Chen, Z.: Analysis of bearing performance of rigid pile composite foundation under vertical loads. Eng. Mech. 4, 1 (2003)

Das, B.M.: Principles of geotechnical engineering. KENT Publishing Company, Boston (1990)

Ding, M.: Numerical simulation on the post-construction settlement of CFG pile-slab composite foundation in high-speed railway. China Railw. Sci. 3, 1 (2008)

Fu, J., SONC, E.: Analysis of rigid pile composite foundation's working performance. Rock Soil Mech. 4, 6 (2000)

Han, J., Gabr, M.A.: Numerical analysis of geosynthetic-reinforced and pile-supported earth platforms over soft soil. J. Geotech. Geoenviron. 128(1), 44–53 (2002)

Hewlett, W.J., Randolph, M.F.: Analysis of piled embankments. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1988, pp. 297–298. Elsevier Science (1988)

Huang, S.: Test study and finite element analysis of CFG composite foundation. Rock Soil Mech. 29(5), 1275–1279 (2008)

Isenhower, W.M., Arrellaga, J.A., Wang, S.T., Johnson, J.O.: Experiences with GeoJet piles in sandy claysSoil Improvement for Big Digs, 1998. ASCE pp. 72–83 (1998)

Li, B.: Working mechanism of cushion to the CFG pile composite foundation and research of the deformation一based control theory design. Master’s degree, Tongji University (2007)

Li, N., Han, X.: Numerical tests on the mechanism of the cushion in composite foundation. Rock Soil Mech. 1, 4 (2000)

Li, N., Han, X.: Study on mechanism of cushion in composite pile foundation. China Civ. Eng. J. 34(2), 68–73 (2001)

Long, Y.: Test and reliability analysis of Midas. Microcomput. Appl. 7, 7–15 (2009)

Ma, J., Kong, W.: Overview of test technologies of CFG composite foundation in thick and soft soils layers. Railw. Eng. 7, 76–80 (2009)

Ma, J., Liu, J.: Study on bearing of CFG pile-net composite foundation. Railw. Eng. 7, 56–58 (2009)

Pan, J., Liu, Z., Ji, J., Lu, Z., Li, T.: The test research about the loading behavior of CFG pile composite foundation. Geol. Prospect. 4, 28 (2001)

Ren, P., Deng, R., Yu, Z.: Experimental research on composite foundations with CFG piles. Rock Soil Mech. 29(1), 81 (2008)

Su, W., Yang, H.: Study on settlement characters of CFG pile-slab and pile-net in thick and soft soils layers. Railw. Eng. 7, 66–68 (2009)

Terzaghi, K. (ed.) Theoretical soil mechanics. John Wiley & Sons (1943)

Van Eekelen, S.J., Bezuijen, A., Lodder, H.J., Van Tol, A.F.: Model experiments on piled embankments. Part I. Geotext. Geomembr. 32, 69–81 (2012)

Wang, X., Bu, M.: Study of indoors imitating experiment of cement fly-ash gravel piles. Shanxi Archit. 21, 53 (2006)

Wang, B., Yang, W., Li, Z.: Test study on influence of cushion on loading behavior of composite foundations. Rock Soil Mech. 29(2), 403 (2008)

Yan, C., Wu, M., Yang, J.: Study on the composite foundation with cement-flyash-gravel pile. Chin. J. Geotech. Eng. 2 (1996)

Yang, S., Shao, W., Wang, J.: Research on 3D numerical simulation of working mechanism of CFG pile composite foundation. Rock Soil Mech. 12, 57 (2008)

Yue, Q., Long, X.: Exploitation of application procedure based on MIDAS technology. China Educ. Tech. Equip. 5, 1–3 (2003)

Zhang, J., Yuan, H., Kong, D.: Finite element analysis of cushion in CFG pile composite foundation. Chin. J. Geotech. Eng. 33, S2 (2011)

Zhao, G., Ma, J.: Study and foresting on the relation between settlement and time in different structures of CFG foundations. Railw. Eng. 7, 62–65 (2009)

Zhou, A., Li, B.: Experimental study and finite element analysis of cushion in CFG pile composite foundation. Rock Soil Mech. 6, 21 (2010)

Zhou, L., Wang, M., Zhang, D.: Study of the soil arching effect and the pile-soil stress ratio of composite round. China Civ. Eng. J. 44(1), 93–99 (2011)

Zhu, S., Xu, R., Yang, X., Wang, J.: Computation and analysis of ratio of pile stress to soil stress of rigid pile composite foundation with cushion. Rock Soil Mech. 5, 33 (2004)