[1] 董志良，张功新，周  琦，等. 天津滨海新区吹填造陆超软土浅层加固技术研发及应用[J]. 岩石力学与工程学报，2011，30(5)：1 073–1 080.(DONG Zhiliang，ZHANG Gongxin，ZHOU Qi，et al. Research and application of improvement technology of shallow ultra-soft soil formed by hydraulic reclamation in Tianjin Binhai new area[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(5)：      1 073–1 080.(in Chinese))

[2] 董志良，周  琦，张功新，等. 天津滨海新区浅层超软土加固技术现场对比试验[J]. 岩土力学，2012，33(5)：1 073–1 080.(DONG Zhiliang，ZHOU Qi，ZHANG Gongxin，et al. Field comparison test of reinforcement technology of shallow ultra-soft soil in Tianjin Binhai New Area[J]. Rock and Soil Mechanics，2012，33(5)：1 073–1 080.(in Chinese))

[3] 王  军，蔡袁强，符洪涛，等. 新型防淤堵真空预压法室内与现场试验研究[J]. 岩石力学与工程学报，2014，33(6)：1 257–1 268. (WANG Jun，CAI Yuanqiang，FU Hongtao，et al. Indoor and field experiment on vacuum preloading with new anti-clogging measures[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(6)：      1 257–1 268.(in Chinese))

[4] 应  舒，陈平山. 真空预压法中塑料排水板弯曲对固结的影响[J]. 岩石力学与工程学报，2011，30(增2)：3 633–3 640.(YING Shu，CHEN Pingshan. Effects of bended plastic drainage on consolidation caused by vacuum preloading[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(Supp.2)：3 633–3 640.(in Chinese))

[5] 李就好. 真空–堆载联合预压法处理在软基加固中的应用[J]. 岩土力学，1999，20(4)：58–62.(LI Jiuhao. The application of vacuum-heaped load combining pre-compression in the consolidation of soft clay[J]. Rock and Soil Mechanics，1999，20(4)：58–62.(in Chinese))

[6] 严  蕴，房  震，花剑岚. 真空堆载预压处理软基效果的室内试验研究[J]. 河海大学学报：自然科学版，2002，30(5)：118–121.(YAN Yun，FANG Zhen，HUA Jianlan. Experimental study on effect of treatment of soft foundation with vacuum-surcharge preloading[J]. Journal of Hohai University：Natural Science，2002，30(5)：118–121.(in Chinese))

[7] 彭  劼. 真空–堆载联合预压法现场试验研究及机理探索[J]. 江苏科技大学学报：自然科学版，2006，20(1)：20–26.(PENG Jie. Field experiment and improvement principle of vacuum combined surcharge preloading method[J]. Journal of Jiangsu University of Science and Technology：Natural Science，2006，20(1)：20–26.(in Chinese))

[8] 李时亮. 真空预压加固软土地基作用机理分析[J]. 岩土力学，2008，29(2)：479–482.(LI Shiliang. Analysis of action mechanism of treating soft foundation with vacuum preloading[J]. Rock and Soil Mechanics，2008，29(2)：479–482.(in Chinese))

[9] 闫澍旺. 真空预压有效加固深度的探讨[J]. 水利学报，2007，38(7)： 774–778.(YAN Shuwang. Effective depth of vacuum preloading for reinforcing soft soil[J]. Journal of Hydraulic Engineering，2007，38(7)：774–778.(in Chinese))

[10] ALI F H. The flow behavior of deformed prefabricated vertical drains[J]. Geotextiles and Geomembranes，1991，10(3)：235–248.

[11] JEONG Y，LEE S. Flow capacity reduction of prefabricated vertical drain by kinking deformation[C]// Proceedings of the International Offshore and Polar Engineering Conference. [S. l.]：[s. n.]，2007：1 315–1 319.

[12] 孙立强，闫澍旺，李  伟，等. 超软土真空预压室内模型试验研究[J]. 岩土力学，2011，32(4)：984–990.(SUN Liqiang，YAN Shuwang，LI Wei，et al. Study on super-soft soil vacuum preloading model test[J]. Rock and Soil Mechanics，2011，32(4)：984–990.(in Chinese))

[13] CHAI J C，MIURA N. Investigation of factors affecting vertical drain behavior[J]. Journal of Geotechnical and Geoenvironmental Engineering，1999，125(3)：216–226.

[14] CHAI J C，MIURA N，NOMURA T. Effect of hydraulic radius on long-term drainage capacity of geosynthetics drains[J]. Geotextiles and Geomembranes，2004，22：3–16.

[15] 董志良. 堆载及真空预压砂井地基固结解析理论[J]. 水运工程，1992，(9)：1–7.(DONG Zhiliang. Consolidation theory on heaped load and vacuum preloading of sand drain foundation[J]. Waterway Engineering，1992，(9)：1–7.(in Chinese))

[16] 沈珠江，陆舜英. 软土地基真空排水预压的固结变形分析[J]. 岩土工程学报，1986，8(3)：7–15.(SHEN Zhujiang，LU Shunying. Analysis on consolidation deformation of soft soil foundation under vacuum drainage preloading[J]. Chinese Journal of Geotechnical Engineering，1986，8(3)：7–15.(in Chinese))

[17] 彭  劼，刘汉龙，陈永辉，等. 真空-堆载联合预压法软基加固对周围环境的影响[J]. 岩土工程学报，2002，24(5)：656–659. (PENG Jie，LIU Hanlong，CHEN Yonghui，et al. Effects of combined vacuum surcharge preloading to surrounding environment[J]. Chinese Journal of Geotechnical Engineering，2002，24(5)：656–659.(in Chinese))

[18]