|
|
|
| MODEL TEST OF VACUUM PRELOADING WITH CONTROLLED VENTILATION AND ITS MECHANISM ANALYSIS |
| ZHU Ping,SUN Liqiang,YAN Shuwang,JI Yucheng |
| (School of Civil Engineering,Tianjin University,Tianjin 300072,China) |
|
|
|
|
Abstract With the development and construction of Binhai New Area,more and more lands are formed by the reclaimed soil with a water content of more than 80%. The vacuum preloading method is the conventional used method to improve the reclaimed soil. Therefore,how to reduce the cost for soil improvement has become an urgent problem to be solved. An improved vacuum preloading method in which the air is introduced at some stages during the period of vacuum preloading. The model test is designed and performed according to the concept of this method. A parallel model test with the conventional used vacuum preloading method is also carried out for comparison. During the tests,the settlement,pore pressure and vacuum pressure in the soil are obtained. The results show that the proposed method is more effective than the conventional vacuum preloading and it can reduce the reinforced time and is cost-effective. Finally,the mechanism of the proposed method is also studied.
|
|
Received: 04 March 2010
|
|
|
|
| [1] 金小荣,俞建霖,龚晓南,等. 含承压水软基真空联合堆载预压加固试验研究[J]. 岩土工程学报,2007,29(5):789–794.(JIN Xiaorong,YU Jianlin,GONG Xiaonan. Field tests on soft soil with confined underground water by vacuum-surcharge preloading[J]. Chinese Journal of Geotechnical Engineering,2007,29(5):789–794. (in Chinese))
[2] 吴桂芬,高玉峰,魏代现,等. 真空和堆载两种预压法的室内试验研究[J]. 岩土力学,2005,26(增):95–98.(WU Guifen,GAO Yufeng,WEI Daixian,et al. Study on laboratory test of vacuum and surcharge preloadings[J]. Rock and Soil Mechanics,2005,26(Supp.):95–98.(in Chinese))
[3] 刘汉龙,李 豪,彭 劼,等. 真空–堆载联合预压加固软基室内试验研究[J]. 岩土工程学报,2004,26(1):145–149.(LIU Hanlong,LI Hao,PENG Jie,et al. Laboratory test on vacuum preloading combined with surcharge[J]. Chinese Journal of Geotechnical Engineering,2004,26(1):145–149.(in Chinese))
[4] MATFOUZ A H,LIU H L,CHIU C F. Laboratory study for effects of vacuum preloading on physical and mechanical properties of clayey soils[J]. Journal of Southeast University,2005,21(1):82–87.
[5] 葛颜慧,李术才,崔 伟,等. 真空–堆载联合预压加固软基现场试验研究[J]. 地下空间与工程学报,2008,4(5):811–815.(GE Yanhui,LI Shucai,CUI Wei,et al. Field testing study on strengthening soft soil by vacuum-surcharge preloading method[J]. Chinese Journal of Underground Space and Engineering,2008,4(5):811–815.(in Chinese))
[6] 吴跃东,殷宗泽,郭纪中. 真空联合堆载预压法加固水工建筑物软基效果检验[J]. 岩土力学,2007,28(4):738–742.(WU Yuedong,YIN Zongze,GUO Jizhong. Assessment of effect of ground improvement for hydraulic structure using combined vacuum and surcharge preloading[J]. Rock and Soil Mechanics,2007,28(4):738–742.(in Chinese))
[7] 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,2002,1(2):68–71.(ZHANG Zepeng,LI Yuejun,FENG Ganqing,et al. The effect of plastic drain board in atmospheric pressure soft-base reinforcement[J]. Journal of Guangzhou University,2002,1(2):68–71.(in Chinese))
[8] 温晓贵,朱建才,龚晓南. 真空堆载联合预压加固软基机制的试验研究[J]. 工业建筑,2004,34(5):40–43.(WEN Xiaogui,ZHU Jiancai,GONG Xiaonan. Experimental study on mechanism of reinforcing soft foundation of bridge head by vacuum combined with surcharge preloading[J]. Industrial Construction,2004,34(5):40–43. (in Chinese))
[9] 施建勇,雷国辉,艾英钵,等. 关于真空预压沉降计算的研究[J]. 岩土力学,2006,27(3):365–368.(SHI Jianyong,LEI Guohui,AI Yingbo,et al. Research on settlement calculation for vacuum preloading[J]. Rock and Soil Mechanics,2006,27(3):365–368.(in Chinese))
[10] YAN S W,CHU J. Soil improvement for a storage yard using a combined vacuum and fill preloading method[J]. Canadian Geotechnical Journal,42(4):1 094–1 104.
[11] YAN S W,FENG X W. Mechanism of using vacuum preloading method in improving soft clay[C]// Advanced in Ground Improvement Research to Practice in the United States and China. Orland,Florida:ASCE,2009:308–317.
[12] 王 劲,陈晓平. 真空预压对周边地基变形影响的研究[J]. 岩石力学与工程学报,2005,24(增2):5 490–5 494.(WANG Jin,CHEN Xiaoping. Study on influence of vacuum preloading method on surrounding environment[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(Supp.2):5 490–5 494.(in Chinese))
[13] 莫海鸿,邱青长,董志良. 软土地基孔隙水压力降低引起的压缩分析[J]. 岩石力学与工程学报,2006,25(增2):3 435–3 440.(MO Haihong,QIU Qingchang,DONG Zhiliang. Analysis of soil compression induced by pore water pressure drop in soft soil foundation[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(Supp.2):3 435–3 440.(in Chinese))
[14] 董志良,陈平山,莫海鸿,等. 真空预压有限元计算比较[J]. 岩石力学与工程学报,2008,27(11):2 347–2 352.(DONG Zhiliang,CHEN Pingshan,MO Haihong,et al. Comparison of numerical simulation with finite element method for vacuum preloading[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(11),2 347–2 352.(in Chinese))
[15] 张功新,莫海鸿,董志良. 孔隙水压力测试和分析中存在的问题及对策[J]. 岩石力学与工程学报,2006,25(增2):3 535–3 538. (ZHANG Gongxin,MO Haihong,DONG Zhiliang. Issues and countermeasures for measurement and analysis of pore water pressure[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(Supp.2):3 535–3 538.(in Chinese)) |
|
|
|