References
- Abuel-Naga, H. M., D. T. Bergado, and S. Chaiprakaikeow. 2006a. Innovative Thermal Technique for Enhancing the Performance of Prefabricated Vertical Drain during the Preloading Process. Geotextiles and Geomembranes 24 (6): 359–370. doi:https://doi.org/10.1016/j.geotexmem.2006.04.003.
- Abuel-Naga, H. M., D. T. Bergado, G. V. Ramana, L. Grino, P. Rujivipat, and Y. Thet. 2006b. Experimental Evaluation of Engineering Behavior of Soft Bangkok Clay under Elevated Temperature. Journal of Geotechnical and Geoenvironmental Engineering 132 (7): 902–910. doi:https://doi.org/10.1061/(ASCE)1090-0241(2006)132:7(902).
- Abuel-Naga, H. M., D. T. Bergado, and B. F. Lim. 2007. Effect of Temperature on Shear Strength and Yielding Behavior of Soft Bangkok Clay. Soils and Foundations 47 (3): 423–436. doi:https://doi.org/10.3208/sandf.47.423.
- Abuel-Naga, H. M., D. T. Bergado, A. Bouazza, and M. Pender. 2009. Thermomechanical Model for Saturated Clays. Géotechnique 59 (3): 273–278. doi:https://doi.org/10.1680/geot.2009.59.3.273.
- Abuel-Naga, H. M., D. T. Bergado, and A. Bouazza. 2007. Thermally Induced Volume Change and Excess Pore Water Pressure of Soft Bankok Clay. Engineering Geology 89 (1–2): 144–154. doi:https://doi.org/10.1016/j.enggeo.2006.10.002.
- Almeida, M. S. S., I. Hosseinpour, and M. Riccio. 2013. Performance of a Geosynthetic Encased Column (GEC) in Soft Ground: Numerical and Analytical Studies. Geosynthetics International 20 (4): 252–260. doi:https://doi.org/10.1680/gein.13.00015.
- Bai, B., and X. Shi. 2017. Experimental Study on the Consolidation of Saturated Silty Clay Subjected to Cyclic Thermal Loading. Geomechanics and Engineering 12 (4): 707–721. doi:https://doi.org/10.12989/gae.2017.12.4.707.
- Bai, B., Y. W. Sang, and G., C. Yang. 2018. The Over-Consolidation Effect of Saturated Silty Clay Caused by Cyclic Thermal Loading. Journal of Basic Science and Engineering 26 (4): 863–871. (in Chinese).
- Cai, Y., H. Qiao, J. Wang, X. Geng, P. Wang, and Y. Cai. 2017. Experimental Tests on Effect of Deformed Prefabricated Vertical Drains in Dredged Soil on Consolidation via Vacuum Preloading. Engineering Geology 222: 10–19. doi:https://doi.org/10.1016/j.enggeo.2017.03.020.
- Cekerevac, C., and L. Laloui. 2004. Experimental Study of Thermal Effects on the Mechanical Behaviour of a Clay. International Journal for Numerical and Analytical Methods in Geomechanics 28 (3): 209–228. doi:https://doi.org/10.1002/nag.332.
- Chai, J. C., J. P. Carter, N. Miura, and H. H. Zhu. 2009. Improved Prediction of Lateral Deformations Due to Installation of Soil-Cement Columns. Journal of Geotechnical and Geoenvironmental Engineering 135 (12): 1836–1845. doi:https://doi.org/10.1061/(ASCE)GT.1943-5606.0000155.
- Chanidnun, P., T. B. Dennes, and H. M. Abuel-Naga. 2010. Full-Scale Embankment Consolidation Test Using Prefabricated Vertical Thermal Drains. Soils and Foundations 50 (5): 599–608. doi:https://doi.org/10.3208/sandf.50.599.
- Chu, J., S. W. Yan, and H. Yang. 2000. Soil Improvement by the Vacuum Preloading Method for an Oil Storage Station. Géotechnique 50 (6): 625–632. doi:https://doi.org/10.1680/geot.2000.50.6.625.
- Chien, S. C., F. C. Teng, and C. Y. Ou. 2015. Soil Improvement of Electroosmosis with the Chemical Treatment Using the Suitable Operation Process. Acta Geotechnica 10 (6): 813–820. doi:https://doi.org/10.1007/s11440-014-0319-y.
- Chien, S. C., C. Y. Ou, and Y. C. Lee. 2010. A Novel Electroosmotic Chemical Treatment Technique for Soil Improvement. Applied Clay Science 50 (4): 481–492. doi:https://doi.org/10.1016/j.clay.2010.09.014.
- Dejong, J. T., K. Soga, E. Kavazanjian, S. Burns, L. A. Van Paassen, A. Al Qabany, A. Aydilek, et al. 2013. Biogeochemical Processes and Geotechnical Applications: progress, Opportunities, and Challenges. Géotechnique 63 (4): 287–301. doi:https://doi.org/10.1680/geot.SIP13.P.017.
- Derjaguin, B. V., V. V. Karasev, and E. N. Khromova. 1986. Thermal Expansion of Water in Fine Pores. Journal of Colloid and Interface Science 109 (2): 586–587. doi:https://doi.org/10.1016/0021-9797(86)90340-1.
- Dash, S. K., and M. C. Bora. 2013. Influence of Geosynthetic Encasement on the Performance of Stone Columns Floating in Soft Clay. Canadian Geotechnical Journal 50 (7): 754–765. doi:https://doi.org/10.1139/cgj-2012-0437.
- Hird, C. C., I. C. Pyrah, and D. Russel. 1992. Finite Element Modelling of Vertical Drains beneath Embankments on Soft Ground. Géotechnique 42 (3): 499–511. doi:https://doi.org/10.1680/geot.1992.42.3.499.
- Indraratna, B., and I. W. Redana. 2000. Numerical Modeling of Vertical Drains with Smear and Well Resistance Installed in Soft Clay. Canadian Geotechnical Journal 37 (1): 132–145. doi:https://doi.org/10.1139/t99-115.
- Kuntiwattanakul, P., I. Towhata, K. Ohishi, and I. Seko. 1995. Temperature Effects on Undrained Shear Characteristics on Clay. Soils and Foundations 35 (1): 147–162. doi:https://doi.org/10.3208/sandf1972.35.147.
- Laloui, L. 2001. Thermo-Mechanical Behavior of Soils. Revue Française de Génie Civil 5 (6): 809–843. doi:https://doi.org/10.1080/12795119.2001.9692328.
- Le, G. L., D. T. Bergado, and T. N. T. Nguyen. 2018. Soft Ground Improved by Prefabricated Vertical Drains with Vacuum and Thermal Preloading. Geotechnical and Geological Engineering 12 (2): 215–223.
- Miura, N., S. L. Shen, K. Koga, and R. Nakamura. 1998. Strength Change of Clay in the Vicinity of Soil-Cement Column. Doboku Gakkai Ronbunshu 596: 209–221 (in Japanese). doi:https://doi.org/10.2208/jscej.1998.596_209.
- Sultan, N., P. Delage, and Y. J. Cui. 2002. Temperature Effects on the Volume Change Behaviour of Boom Clay. Engineering Geology 64 (2–3): 135–145. doi:https://doi.org/10.1016/S0013-7952(01)00143-0.
- Towhata, I., P. Kuntiwattanaku, I. Seko, and K. Ohishi. 1993. Volume Change of Clays Induced by Heating as Observed in Consolidation Tests. Soils and Foundations 33 (4): 170–183. doi:https://doi.org/10.3208/sandf1972.33.4_170.
- Xiong, Y. L., G. B. Liu, R. Y. Zheng, and X. H. Bao. 2018. Study on Dynamic Undrained Mechanical Behavior of Saturated Soft Clay considering Temperature Effect. Soil Dynamics and Earthquake Engineering 115: 673–684. doi:https://doi.org/10.1016/j.soildyn.2018.09.026.
- Yin, Z. Y., C. S. Chang, M. Karstunen, and P. Y. Hicher. 2010. An Anisotropic Elastic Viscoplastic Model for Soft Clays. International Journal of Solids and Structures 47 (5): 665–677. doi:https://doi.org/10.1016/j.ijsolstr.2009.11.004.
- Yin, Z. Y., J. H. Yin, and H. W. Huang. 2015. Rate-Dependent and Long-Term Yield Stress and Strength of Soft Wenzhou Marine Clay: Experiments and Modeling. Marine Georesources & Geotechnology 33 (1): 79–91. doi:https://doi.org/10.1080/1064119X.2013.797060.
- Yin, Z. Y., Y. Jin, S. L. Shen, and H. W. Huang. 2017. An Efficient Optimization Method for Identifying Parameters of Soft Structured Clay by an Enhanced Genetic Algorithm and Elastic–Viscoplastic Model. Acta Geotechnica 12 (4): 849–867. doi:https://doi.org/10.1007/s11440-016-0486-0.
- Yin, F. J., Y. Y. Zhen, H. Z. Wan, H. Y. Jian, and F. S. Jian. 2019. A Single-Objective EPR Based Model for Creep Index of Soft Clays considering L2 Regularization. Engineering Geology 248: 242–255. doi:https://doi.org/10.1016/j.enggeo.2018.12.006.
- Yoshikuni, H., and H. Nakanodo. 1974. Consolidation of Soils by Vertical Drain Wells with Finite Hydraulic Conductivity. Soils and Foundations 14 (2): 35–46. doi:https://doi.org/10.3208/sandf1972.14.2_35.
- Zhang, D. W., S. Y. Liu, W. J. Han, and G. Y. Du. 2013. A Combined Dry Jet Mixing-Prefabricated Vertical Drain Method for Soft Ground Improvement: A Case Study. Marine Georesources & Geotechnology 31 (4): 332–347.
- Zhang, N., S. L. Shen, H. N. Wu, J. C. Chai, Y. S. Xu, and Z. Y. Yin. 2015. Evaluation of Effect of Basal Geotextile Reinforcement under Embankment Loading on Soft Marine Deposits. Geotextiles and Geomembranes 43 (6): 506–514. doi:https://doi.org/10.1016/j.geotexmem.2015.05.005.
- Zhu, Q. Y., Y. F. Jin, and Z. Y. Yin. 2020. Modeling of Embankment beneath Marine Deposited Soft Sensitive Clays considering Straightforward Creep Degradation. Marine Georesources & Geotechnology 38 (5): 553–569. doi:https://doi.org/10.1080/1064119X.2019.1603254.