土木工程 |
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真空预压排水机制室内模型试验研究 |
张仪萍1, 李剑1,2 |
1. 浙江大学 建筑工程学院,浙江 杭州 310058;2. 张家港市建筑工务处,江苏 张家港 215600 |
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Laboratory study on drainage mechanism of vacuum preloading method |
ZHANG Yi-ping1, LI Jian1,2 |
1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China;
2. Zhangjiagang City Bureau of Construction Works, Zhangjiagang 215600, China |
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[2] MESRI G, KHAN A Q. Ground improvement using vacuum loading together with vertical drains [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2012, 136(6): 680-689.
[3] ROBINSON R G, INDRARATNA B, RUJIKIATKAMJORN C. Final state of soils under vacuum preloading [J]. Canadian Geotechnical Journal, 2012, 49(6): 729-739.
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CHEN Huan. Ten years study on mechanism of vacuum preloading method [J]. Port Engineering, 1991 (4): 17-26.
[5] KJELLMAN W. Consolidation of clay by mean of atmospheric pressure [C]∥ Proceeding of Conference on Soil Stabilization. Cambridge: MIT, 1953: 258-263.
[6] 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.
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[7] INDRARATNA B, RUJIKIATKAMJORN C, SATHANANTHAN I. Analytical and numerical solutions for a single vertical drain including the affects of vacuum preloading [J]. Canadian Geotechnical Journal, 2005, 42(4): 994-1014.
[8] 张仪萍,严露,俞亚南,等. 真空预压加固软土地基变形与固结计算研究[J]. 岩土力学, 2011, 32(增刊1): 149-154.
ZHANG Yi-ping, YAN Lu, YU Ya-nan, et al. Solutions for settlement and consolidation of soft ground with vacuum preloading [J]. Rock and Soil Mechanics, 2011, 32 (supple.1): 149-154.
[9] 龚晓南,岑仰润. 真空预压加固软土地基机理探讨[J]. 哈尔滨建筑大学学报, 2002, 35(2): 7-10.
GONG Xiao-nan, CEN Yang-run. Mechanism of vacuum preloading [J]. Journal of Harbin University of Civil Engineering and Architecture, 2002, 35(2): 7-10.
[10] 辜清华,李志勇,何良德. 真空预压中地下水位变化的理论探讨[J]. 石家庄铁道学院学报:自然科学版, 2007, 20(3): 102-105.
GU Qing-hua, LI Zhi-yong, HE Liang-de. Theoretical discussion on groundwater level change in vacuum preloading [J]. Journal of Shijiazhuang Railway Institute: Natural Science, 2007, 20(3): 102-105.
[11] 邱青长,莫海鸿,董志良,等. 真空预压地基非饱和带探讨[J]. 岩石力学与工程学报, 2006, 25(增2): 3539-3544.
QIU Qing-chang, MO Hai-hong, DONG Zhi-liang, et al. Discussion on unsaturated zone in soft ground improved by vacuum preloading [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25 (supple.2): 3539-3544.
[12] 明经平,赵维炳. 真空预压法加固软基的排水机制研究[J]. 岩土工程学报, 2008, 30(12): 1821-1825.
MING Jing-ping, ZHAO Wei-bing. Mechanism of drainage in vacuum preloading [J]. Chinese Journal of Geotechnical Engineering, 2008, 30(12): 1821-1825.
[13] 颜永国. 真空荷载下不同颗粒级配软土真空度传递规律试验研究[J]. 水运工程, 2010(10): 109-112.
YAN Yong-guo. Experimental study on vacuum degree transfer law of soft clay of different grain size grading under vacuum preloading [J]. Port and Waterway Engineering, 2010(10): 109-112. |
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