MACRO AND MICRO ANALYSES OF EFFECTIVENESS BY VACUUM PRELOADING TREATMENT OF SOFT SOIL
MO Haihong1,2,WANG Jing1,2,LIN Yixi3
(1. School of Civil Engineering and Transportation,South China University of Technology,Guangzhou,Guangdong 510641,China;2. State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou,Guangdong 510641,China;3. Zhuhai Municipal Construction Engineering Quality Supervision and Test Station,Zhuhai,Guangdong 519015,China)
Abstract:The macro and micro analyses of soft soil before foundation treatment are important to predict the effectiveness of vacuum preloading treatment. Through the laboratory macro and micro tests,the properties of soft soil from Zhuhai Jinwan area are investigated,including mineral composition,specific surface area,microstructure,pore properties before and after consolidation,etc.. The key factors are concluded which indicate vacuum preloading treatment effect,such as amount of bound water,strength index. Research result shows that clay content of soft soil from Zhuhai Jinwan area is not high,with the clay content about 50%;and specific surface area is small. The soft soil grains are curved flocculation polymer. After consolidation,microscopic structure has noticeably aggregated with compactness and no particle breaking. The micro-pore distribution is mainly between 400 and 2 500 nm. The cumulative intrusions sharply decrease after consolidation,and pores turn smaller. Therefore,the amount of bound water is not high with more free water. The change of internal friction angle is not big,and cohesion has larger growth. It shows good availability of the vacuum preloading method in soft soil from Zhuhai Jinwan area.
[1] 徐 宏,邓学均,齐永正,等. 真空预压排水固结软土强度增长规律性研究[J]. 岩土工程学报,2010,32(2):285–290.(XU Hong,DENG Xuejun,QI Yongzheng,et al. Development of shear strength of soft clay under vacuum preloading[J]. Chinese Journal of Geotechnical Engineering,2010,32(2):285–290.(in Chinese))
[2] 牟春梅,刘宝臣,李佰锋. 真空预压与堆载预压加固软基的微观效果评价[J]. 工程勘察,2009,37(5):1–5.(MU Chunmei,LIU Baochen,LI Baifeng. Micro-structural effect evaluation of the consolidation for soft ground by vacuum preloading and surcharge preloading[J]. Geotechnical Investigation and Surveying,2009,37(5):1–5.(in Chinese))
[3] 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):3 435–3 439.(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):3 435–3 439.(in Chinese))
[4] ELLIOT T R,REYNOLDS W D,HECK R J. Use of existing pore models and X-ray computed tomography to predict saturated soil hydraulic conductivity[J]. Geoderma,2010,156(3/4):133–142.
[5] AGGELOPOULOS C A,TSAKIROGLOU C D. The effect of micro-heterogeneity and capillary number on capillary pressure and relative permeability curves of soils[J]. Geoderma,2008,148(1):25–34.
[6] 彭立才,蒋明镜,朱合华,等. 珠海地区软土微观结构类型及定量分析研究[J]. 水利学报,2007,(增1):687–690.(PENG Licai,JIANG Mingjing,ZHU Hehua,et al. Microstructure classification and quantitative study on soft clay in Zhuhai[J]. Journal of Hydraulic Engineering,2007,(Supp.1):687–690.(in Chinese))
[7] 周 晖,房营光,禹长江. 广州软土固结过程微观结构的显微观测与分析[J]. 岩石力学与工程学报,2009,28(增2):3 830–3 837. (ZHOU Hui,FANG Yingguang,YU Changjiang. Micro-structure observation and analysis of Guangzhou soft soil during consolidation process[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp.2):3 830–3 837.(in Chinese))
[8] 施 斌,姜洪涛. 黏性土的微观结构分析技术研究[J]. 岩石力学与工程学报,2001,20(6):864–870.(SHI Bin,JIANG Hongtao. Research on the analysis techniques for clayey soil microstructure[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(6):864–870.(in Chinese))
[9] 张先伟,王常明,李军霞,等. 蠕变条件下软土微观孔隙变化特性[J]. 岩土力学,2010,31(4):1 061–1 066.(ZHANG Xianwei,WANG Changming,LI Junxia,et al. Variation characteristic of soft clay micropore in creep condition[J]. Rock and Soil Mechanics,2010,31(4):1 061–1 066.(in Chinese))
[10] 孟庆山,杨 超,许孝祖,等. 动力排水固结前后软土微观结构分析[J]. 岩土力学,2008,29(7):1 759–1 763.(MENG Qingshan,YANG Chao,XU Xiaozu,et al. Analysis of microstructure of soft clay before and after its improvement with dynamic consolidation by drainage[J]. Rock and Soil Mechanics,2008,29(7):1 759–1 763.(in Chinese))
[11] 孔令伟,吕海波,汪 稔,等. 海口某海域软土工程特性的微观机制浅析[J]. 岩土力学,2002,23(1):36–40.(KONG Lingwei,LU Haibo,WANG Ren,et al. Preliminary analysis of micro-mechanism of engineering properties for soft soil in a sea area of Haikou[J]. Rock and Soil Mechanics,2002,23(1):36–40.(in Chinese))
[12] 薛 茹,胡瑞林,毛灵涛. 软土加固过程中微结构变化的分形研究[J]. 土木工程学报,2006,39(10):87–91.(XUE Ru,HU Ruilin,MAO Lingtao. Fractal study on the microstructure variation of soft soils in consolidation process[J]. China Civil Engineering Journal,2006,39(10):87–91.(in Chinese))
[13] YIN G Z,ZHANG Q G,WANG W S,et al. Experimental study on the mechanism effect of seepage on microstructure of tailings[J]. Safety Science,2011,50(4):792–796.
[14] HORPIBULSUK S,YANGSUKKASEAMB N,CHINKULKIJINIWAT A,et al. Compressibility and permeability of Bangkok clay compared with kaolinite and bentonite[J]. Applied Clay Science,2011,52(1/2):150–159.