Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 38 Issue 3
Turn off MathJax
Article Contents
Abstract
References
JIANG Ji-an, CHEN Hai-ying, CHEN Yue, YE Jia-wen. Analytical solutions to drainage consolidation considering vacuum loss in prefabricated vertical drain[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 404-418. DOI: 10.11779/CJGE201603003
Citation: JIANG Ji-an, CHEN Hai-ying, CHEN Yue, YE Jia-wen. Analytical solutions to drainage consolidation considering vacuum loss in prefabricated vertical drain[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 404-418. DOI: 10.11779/CJGE201603003
shu

Analytical solutions to drainage consolidation considering vacuum loss in prefabricated vertical drain

  • 1. Shanghai Waterway Engineering Design & Consulting Company, Shanghai 200120, China;
    2. MOT Key Laboratory of Dredging Tech, Shanghai 2000120, China

More Information
  • Received Date: September 25, 2014
  • Published Date: March 24, 2016
    Graphical Abstract
    • Abstract
  • The non-sand-cover (NS) vacuum preloading (VP) has been widely used in China. Based on the equal-strain assumption, a new set of analytical solutions to consolidation drainage under VP and NS-VP, called JJJ-solution, are developed from original equations by Terzaghi and Barron for vertical and radial drainage, by introducing the original definite conditions, that is, highly under-consolidated initial state of soil and severe vacuum loss along PVD drain boundary. The JJJ-solution is consistent with all the existing equal-strain solutions and verified through experiments. It is capable of accurately predicting the unusual dissipation and distribution of the excess pore-water pressure in consolidation under NS-VP on soft-muddy foundation. In addition, the JJJ-solution is suitable for simulating soil consolidation in general vacuum, surcharge and vacuum-surcharge preloading.
    • FullText(HTML)
    • References (11)
  • [1]
    BARRON R A. Consolidation of fine-grained soils by drain wells[J]. Transactions of the American Society of Civil Engineers, 1948, 113(2346): 718-742.
    [2]
    HANSBO S. Consolidation of fine-grained soils by pre- fabricated drains[C]// Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering. Stockholm, 1981: 667-62.
    [3]
    谢康和, 曾国熙. 应变条件下砂井地基固结解析解[J].岩土工程学报, 1989, 3(2): 4-9. (XIE Kang-he, ZENG Guo-xi. Analytical solution to consolidation of equal-strain drain wells[J]. Chinese Journal of Geotechnical Engineering, 1989, 3(2): 4-9. (in Chinese))
    [4]
    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, 1989, 3(2): 1-7. (DONG Zhi-liang. Analytical solution to consolidation of drain wells under pre-surcharge and vacuum-surcharge practice[J]. Port & Waterway Engineering, 1989, 3(2): 1-7. (in Chinese))
    [5]
    CARRILLO N. Simple two and three dimensional cases in the theory of consolidation of soils[J]. Math Phys, 1942, 21: 1-5.
    [6]
    唐彤芝, 董江平, 黄家青, 等. 薄砂层长短板结合真空预压法处理吹填淤泥土试验研究[J]. 岩土工程学报, 2012, 34(5): 899-905. TANG Tong-zhi, DONG Jiang-ping, HUANG Jia-qing, et al. Experimental research on hydraulic filled mud consolidated by vacuum preloading method combining long and short boards with thin sand cushions[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 899-905. (in Chinese))
    [7]
    蒋基安. 真空预压作用下淤泥质吹填重塑土地基内负压传递规律研究[R]. 上海: 交通行业疏浚技术重点实验室, 2014: 17-67, 118-146. (JIANG Ji-an. Research on mechanism of vacuum preloading and propagation in newly-dredge-filled soft-muddy foundation[R]. Shanghai: MOT Key Laboratory of Dredging Tech, 2014: 17-67, 118-146. (in Chinese))
    [8]
    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 Zhu-jiang, LU Shun-ying. Analysis on consolidation and transform in soft foundation under vacuum preloading treatment[J]. Chinese Journal of Geotechnical Engineering, 1986, 8(3): 7-15 (in Chinese))
    [9]
    彭 劼, 刘汉龙, 陈永辉, 等. 真空一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 Han-long, CHEN Yong-hui, et al. Effects of combined vacuum surcharge preloading to surrounding environment[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(5): 656-659. (in Chinese))
    [10]
    张泽鹏, 李约俊, 冯淦清, 等. 塑料排水板在真空预压加固软基中的作用[J]. 广州大学学报(自然科学版), 2002(2): 68-71. (ZHANG Ze-peng, LI Yue-jun, FENG Gan-qing, et al. Influence by PVD on vacuum-surcharge preloading on soft foundation[J]. Journal of Guang Zhou University (Natural Science Edition), 2002(2): 68-71. (in Chinese))
    [11]
    INDRARATNA B. Analytical and numerical solutions forecasting vertical drain including the effects of vacuum Preloading[J]. Canadian Geotechnical Journal, 2005, 42(4): 994-1014.
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(3)

    1. 朱艳. 邹城地区黏土体-结构面接触渗透下渗流侵蚀试验研究. 广东水利水电. 2024(08): 20-24 .
    2. 胡嘉英，邹光华，徐祚卉，陈学习，杨涛，师皓宇，周爱桃. 含瓦斯煤岩构造界面剪切-渗流耦合试验方法及教学设计实践. 实验技术与管理. 2024(09): 61-72 .
    3. 刘健，杨浩，崔晓琳. 围压作用下土-结构接触渗流特性. 山东大学学报(工学版). 2023(03): 60-68 .

    Other cited types(5)

Catalog

    Get Citation
    PDF
    XML
    Article views (482) PDF downloads (459) Cited by(8)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return