Effect of a cement-lignin agent on the shear behavior of Shanghai dredged marine soils

References

• Åhnbergh, H. 2007. On yield stresses and the influence of curing stresses on stress paths and strength measured in triaxial testing of stabilized soils. Canadian Geotechnical Journal 44 (1):54–66. doi:10.1139/t06-096
   Web of Science ®Google Scholar
• Bergado, D. T., L. R. Anderson, N. Miura, and A. S. Balasubramaniam. 1996. Soft ground improvement in lowland and other environments. New York, USA: ASCE Press.
   Google Scholar
• Burland, J. B. 1990. On the compressibility and shear strength of natural clays. Geotechnique 40 (3):329–78. doi:10.1680/geot.1990.40.3.329
   Web of Science ®Google Scholar
• Chen, Q. S., G. Y. Gao, and J. Yang. 2011. Dynamic response of deep soft soil deposits under multidirectional earthquake loading. Engineering Geology 121 (1–20):55–65. doi:10.1016/j.enggeo.2011.04.013
   Web of Science ®Google Scholar
• Chen, Q. S. and B. Indraratna. 2015. Shear Behaviour of sandy silt treated with lignosulfonate. Canadian Geotechnical Journal 52 (8):1180–85. doi:10.1139/cgj-2014-0249.
   Web of Science ®Google Scholar
• Chiu, C. F., W. Zhu, and C. L. Zhang. 2009. Yielding and shear behavior of cement-treated dredged materials. Engineering Geology 103 (1–2):1–12. doi:10.1016/j.enggeo.2008.07.007
   Web of Science ®Google Scholar
• Dai, M. X. 2005. Study of the effect of Zhanjiang Port 300’000 t class sea-route project to the marine ecological environment. Environmental Protection in Trans Mountain 26 (3):9–11. [ in Chinese].
   Google Scholar
• Ding, J. W., S. Zhang, Z. S. Hong, and S. Y. Liu. 2010. Experimental study of solidification of dredged clays with high water content by adding cement and phosphogypsum synchronously. Rock and Soil Mechanics 31 (9):2817–22. [in Chinese].
   Google Scholar
• Feng, Z. C., W. Zhu, and C. L. Zhang. 2007. Influence of clay content on mechanical properties of solidified silt. Chinese Journal of Rock Mechanics and Engineering 26:3052–57. [in Chinese].
   Google Scholar
• Gao, G. R. and J. C. Li. 1996. Study of effect of reinforcing soft cohesive ground with Portland cement. Journal of Engineering Geology 4 (1):45–52. [in Chinese].
   Google Scholar
• Horpibulsuk, S., N. Miura, and D. T. Bergado. 2004. Undrained shear behavior of cement admixed clay at high water content. Journal of Geotechnical and Geoenvironmental Engineering 130 (10):1096–105. doi:10.1061/(asce)1090-0241(2004)130:10(1096)
   Web of Science ®Google Scholar
• Horpibulsuk, S., N. Miura, and T. S. Nagaraj. 2003. Assessment of strength development in cement admixed high water content clays with Abram’s law as a basis. Geotechnique 53 (4):439–44. doi:10.1680/geot.2003.53.4.439
   Web of Science ®Google Scholar
• Huang, Y., W. Zhu, N. Zhang, and X. Zhou. 2011. Change ion mechanical behavior between solidified and remolded solidified grudged materials. Engineering Geology 119:112–19. doi:10.1016/j.enggeo.2011.03.005
   Web of Science ®Google Scholar
• Jiang, H. M. and W. B. Liu. 2013. Experimental study on deformability and shear strength of solidified dredged soil. Applied Mechanics and Materials 295–98:1755–62. doi:10.4028/www.scientific.net/amm.295-298.1755
   Google Scholar
• Jiang, X., J. P. Cheng, Q. L. Tang, H. M. Gao, Z. Y. Jiang, and X. X. Zhao. 2013. Analysis of resource utilization of dredged mud in Shanghai. Environmental Science & Technology 36 (6 L):86–89. [in Chinese].
   Google Scholar
• Jin, X. C., X. Z. Hu, and Q. Liu. 2009. A study on environmental impact assessment of environmental dredging engineering in lakes and reservoirs. Environmental Monitoring and Forewarning 1 (1):42–46. (in Chinese).
   Google Scholar
• Kasama, K., K. Zen, and K. Iwataki. 2006. Undrained shear strength of cement-treated soils. Soils and Foundations 46 (2):221–32. doi:10.3208/sandf.46.221
   Web of Science ®Google Scholar
• Lorenzo, G. A. and D. T. Bergado. 2004. Fundamental parameters of cement-admixed clay–New approach. Journal of Geotechnical and Geoenvironmental Engineering 130 (10):1–9. doi:10.1061/(asce)1090-0241(2004)130:10(1042)
   Web of Science ®Google Scholar
• Nagaraj, T. S. and N. Miura. 2001. Soft clay behavior—Analysis and assessment. Rotterdam, the Netherlands: A.A. Balkema.
   Google Scholar
• Sasanian, S. 2011. The behavior of cement stabilized clay at high water contents. PhD. thesis, The University of Western Ontario, London, ON, Canada.
   Google Scholar
• Shao, Y., G. Xiaonan, Z. Erkang, and L. Zengyong. 2007. Experimental study on stabilization of dredged silts. Transactions of the Chinese Society of Agricultural Engineering 23 (9):191–94. [in Chinese].
   Google Scholar
• Tang, Y. X., H. L. Liu, and W. Zhu. 2000. Study on engineering properties of cement-stabilized soil. Chinese Journal of Geotechnical Engineering 22 (5):549–54. [in Chinese].
   Google Scholar
• Tremblay, H., S. Leroueil, and J. Locat. 2001. Mechanical improvement and vertical yield stress prediction of clayey soils from eastern Canada treated with lime or cement. Canadian Geotechnical Journal 38:567–79. doi:10.1139/t00-119
   Web of Science ®Google Scholar
• Uddin, K., A. S. Balasubramaniam, and D. T. Bergado. 1997. Engineering behaviors of cement-treated Bangkok soft clay. Geotechnical Engineering Journal 28 (1):89–119.
   Google Scholar
• Wang, W. W., X. Pu, and N. Zhao. 2013. Prospect analysis of reclamation projects using dredged spoils in Shanghai. Advances in Science and Technology of Water Resources 33 (3):68–71.
   Google Scholar
• Zheng, G., C. X. Wang and X. L. Gu. 2002. Bearing capacity of composite foundation with long cement treated column in soft soil. Chinese Journal of Geotechnical Engineering 24 (6):675–79. [in Chinese].
   Google Scholar
• Zhu, W., Z. C. Fen, C. L. Zhang, and J. Xie. 2005a. Field experiment of dredged spoil solidified with cement for marine reclamation works. China Harbour Engineering 5 (139):27–30. [in Chinese].
   Google Scholar
• Zhu, W., C. L. Zhang, Y. F. Gao, and Z. P. Fan. 2005b. Fundamental mechanical properties of solidified dredged marine sediment. Journal of Zhejiang University (Engineering Science) 39 (10):1561–65. [in Chinese].
   Google Scholar