Burland J B. On the compressibility and shear strength of natural clays [J]. Geotechnique, 1990, 40(3): 329―378.
[2]
Chai J C. Linear ln(e+ec)?ln(p′) relation of structured natural clay [C]// Balkema, Rotterdam, The Netherlands. Balkema Publisher, Proceedings of the Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering. Istanbul, 2001, 1: 59―62.
Zhang Xianwei, Wang Changming, Li Junxia, et al. Variation characteristics of soft clay micro-pore in the creep condition [J]. Rock and Soil Mechanics, 2010, 31(4): 1060―1067. (in Chinese)
Shen Zhujiang. Engineering properties of soft soils and design of soft ground [J]. Chinese Journal of Geotechnical Engineering, 1998, 20(1): 100―111. (in Chinese)
Zhang Chenghou, Shi Jian, Dai Jiqun. The application of piezocone tests in China [J]. Chinese Journal of Geotechnical Engineering, 1997, 19(1): 50―57. (in Chinese)
Liu Songyu, Wu Yankai. On the state-of-art and development of CPT in China [J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 553―556. (in Chinese)
[11]
Cortellazzo G, Simonini P. Permeability evaluation and its implications for consolidation analysis of an Italian soft clay deposit [J]. Canadian Geotechnical Journal, 2001, 38(6): 1166―1176.
[12]
Ricceri G, Simonini P, Cola S. Applicability of piezocone and dilatometer to characterize the soils of the Venice Lagoon [J]. Geotechnical and Geological Engineering, 2002, 20: 89―121.
Cai Guojun, Liu Songyu, Tong Liyuan, et al. Study on consolidation and permeability properties of Lianyungang marine clay based on piezocone penetration test [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(4): 846―852. (in Chinese)
Liu Songyu, Cai Guojun, Tong Liyuan, et al. On preconsolidation pressure of clays from piezocone tests [J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 490―495. (in Chinese)
[17]
孟高头. 土体原位测试机理、方法及其工程应用[M].北京: 地质出版社, 1997: 45―53.
[18]
Meng Gaotou. In-situ test on soils mechanism, method and its engineering application [M]. Beijing: Geological Press, 1997: 45―53. (in Chinese)
Tang Weiyi, Tang Zhanhao. Affect the CPTU test results of the main factors in situ analysis [J]. Geotechnical Engineering World, 2007, 10(8): 69―72. (in Chinese)
Standard of People’s Republic of China. TBJ 37-93, Technical specifications for cone penetration [S]. Beijing: The Ministry of Railways Construction Division, 1993. (in Chinese)
[23]
Mesri G, Roskhsar A, Bohor B F. Composition and compressibity of typical samples of Mexico City clay [J]. Geotchnique, 1995, 25(3): 527―554.
Nanjing Hydraulic Research Institute. SL 237-1999, Standard for soil test method [S]. Beijing: China Plane Press, 1999. (in Chinese)
[26]
Houlsby G T, Teh C I. Analysis of piezocone in clay [C]// Balkema Publisher, Rotterdam, Netherlands. AA, editor. Proceeding of the International Symposium on Penetration Testing, ISOPT-1, Orlando. 1988: 777―783.