A new graphical approach to assess CPTU-based correlations between hydraulic conductivity and soil behavior type

Author:

Zhang Mingfei,Tong Liyuan

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference40 articles.

1. Anbazhagan P, Bajaj K, Reddy GR, Phanikanth VS, Yadav DN (2016) Quantitative assessment of shear wave velocity correlations in the shallow bedrock sites. Indian Geotech J 46(4):381–397. https://doi.org/10.1007/s40098-016-0181-y

2. Baligh MM, Levadoux JN (1980) Pore pressure dissipation after cone penetration. Massachusetts Institute of Technology, Department of Civil Engineering, Cambridge, Mass Report, pp R80–R110

3. Briaud J, Tucker LM (1988) Measured and predicted axial response of 98 piles. J Geotech 114(9):984–1001

4. Burns SE, Mayne PW (1998) Monotonic and dilatory pore pressure decay during piezocone tests in clay. Can Geotech J 35(6):1063–1073

5. Cai GJ (2010) Study on theory and engineering application of digital multifunctional piezocone penetration test (CPTU) (in Chinese). Ph. D dissertation, School of Transportation, Southeast University, China

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