Funder
Zhejiang Provincial Natural Science Foundation
Open Fund Project of MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University
Open Fund Project of MOE Engineering Research Center of Geotechnical Drilling and Protection, China University of Geosciences
Research Fund of Zhejiang Sci-Tech University
National Natural Science Foundation of China
Project of Shandong Province Higher Educational Science and Technology Program,China
Ministry of Housing and Urban-Rural Development of China
Publisher
Springer Science and Business Media LLC
Subject
General Physics and Astronomy,Mechanics of Materials,General Materials Science
Reference49 articles.
1. Adejumo, T.W., Boiko, I.L.: Effect of installation techniques on the allowable bearing capacity of modeled circular piles in layered soil. Int. J. Sci. Eng. Technol. Res. (IJSETR) 2(8), 1536–1542 (2013)
2. Albuquerque, P.J.R., Massad, F., Fonseca, A.V., Carvalho, D., Santos, J., Esteves, E.C.: Effects of the construction method on pile performance: evaluation by instrumentation. Part 1: experimental site at the State University of Campinas. Soils Rocks 34(1), 51–64 (2011)
3. Altaee, A., Evgin, E., Fellenius, B.H.: Axial load transfer for piles in sand. II. Numerical analysis. Can. Geotech. J. 29(1), 21–30 (1992).
https://doi.org/10.1139/t92-003
4. Arroyo, M., Butlanska, J., Gens, A., Calvetti, F., Jamiolkowski, M.: Cone penetration tests in a virtual calibration chamber. Géotechnique 61(6), 525–531 (2011)
5. Been, K., Jefferies, M.G., Crooks, J.H.A., Rothenburg, L.: The cone penetration test in sands: part II, general inference of state. Géotechnique 37(3), 285–299 (1987)
Cited by
26 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献