›› 2007, Vol. 28 ›› Issue (9): 1899-1903.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Discussion and reform of groundwater level measuring technique in soft soil reinforced by vacuum preloading

ZHANG Gong-xin1, DONG Zhi-liang1, MO Hai-hong2, ZENG Qing-jun2 , PAN Hong2   

  1. 1. Engineering Technology Research Co. Ltd. of CCCC Fourth Harbor Engineering Co. Ltd., Guangzhou 510230, China; 2. Department of Civil Engineering, South China University of Technology, Guangzhou 510640, China
  • Received:2005-09-27 Online:2007-09-10 Published:2013-10-15

Abstract: The conception of the groundwater level is described; and the characters of the groundwater under the normal atmosphere pressure and vacuum pressure are analyzed; thus coming to the conclusion that the groundwater level is the top surface of the gravity water or the interface between the gravity and capillary water; and the zero pressure line is the ground water level when under the normal atmospheric pressure but not when under the vacuum pressure. Based on the force equilibrium equation and gas state equation, the existing problem for the conventional technique is analyzed. It is concluded that the conventional technique can’t measure the true groundwater level. The water height measured is really the zero pressure line and the water-level fluctuation essentially reflect the average dissipation of pore water pressure in filter zone when the mouth of pipe is always open; the big error will occur due to the difference of the vacuity between in the sighting pipe and under the sealed film when the mouth of pipe is always sealed and it will become bigger and bigger as the reading times increase. So a new measuring technique that the true groundwater level can be calculated according to the force equilibrium equation by using the readings of the pore pressure gauge and vacuum meter in the sighting pipe is presented. The new measurement device can continually measure the variation of the groundwater level but not influence the results.

Key words: vacuum preloading, groundwater level, measuring technique, zero pressure line, top surface of gravity water

CLC Number: 

  • TU46+3
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] ZHENG Gang, LI Qing-han, HA Da, CHENG Xue-song, . Study of stress state and settlement induced by pressure relief of confined aquifers in Tianjin [J]. Rock and Soil Mechanics, 2018, 39(S2): 285-294.
[2] LIU Xiao-ke, LU Qun, LU Shi-wei, LIU Chun-long, GUO Shao-long,. Vacuum penetration and ultimate pull-out capacity of low skirted suction caissons [J]. , 2018, 39(6): 2089-2098.
[3] LIU Lu-lu, SONG Liang, JIAO Yu-yong, WANG Hao, ZHANG Xiu-li, XIE Bi-ting, . Study of stability of Huangtupo riverside slumping mass #1 under reservoir water level fluctuations [J]. , 2017, 38(S1): 359-366.
[4] HUANG Chao-xuan, WANG Zheng-zhong, FANG Yong-lai,. Analytical solution of vacuum preloading foundation considering air leakage and nonlinear well resistance [J]. , 2017, 38(9): 2574-2582.
[5] LIU Yong, QI Lan, LI Shao-ming, GUO Hao-yang,. 3D Finite element analysis of vacuum preloading considering inconstant well resistance and smearing effects [J]. , 2017, 38(5): 1517-1523.
[6] WU Ya-jun, NIU Kun, TANG Hai-feng, HU Zhi-gang, LU Yi-tian,. Enhanced permeability of calcium lime in construction waste slurry improvement by vacuum preloading with flocculation [J]. , 2017, 38(12): 3453-3461.
[7] BAO Shu-feng, LOU Yan, DONG Zhi-liang, NIU Fei, XIE Rong-xing, . Development of a new apparatus for measurement of groundwater level under vacuum pre-loading [J]. , 2017, 38(10): 3067-3073.
[8] MA Shao-kun , SHAO Yu , Lü Hu , WONG K S , NG C W W , CHEN Xin , JIANG Jie,. A study of the long-term influence of twin tunneling on the existing pile group under cyclic variation of groundwater level [J]. , 2016, 37(6): 1563-1568.
[9] ZHANG Fei, LI Jing-pei , SUN Chang-an, SHEN Guang-jun, LI Fei,. Experimental study of basal heave failure mode of narrow-deep foundation pit in soft clay [J]. , 2016, 37(10): 2825-2832.
[10] SHEN Yang , WANG Bao-guang , TAO Ming-an , WANG Xin , DU Wen-han,. Improvement of preparing technique for hollow cylinder specimen of remolded clay and its application [J]. , 2015, 36(S1): 697-701.
[11] BAO Shu-feng ,DONG Zhi-liang ,MO Hai-hong ,WU Dong-qing,. Laboratory tests on new reinforcement technology of newly hydraulic reclamation mud with high clay content [J]. , 2015, 36(1): 61-67.
[12] TU Hong-zhen ,XU Yan-hui ,XIE Li-quan,. Mechanism and numerical analysis of effect of air injection on vacuum preloading for weak foundation improvement [J]. , 2014, 35(S2): 600-606.
[13] LE Chao , XU Chao , WU Xue-feng , JIN Ya-wei,. Experimental research on clogging characteristic of two types of PVD filters [J]. , 2014, 35(9): 2529-2534.
[14] NIE Qing-ke , WANG Ying-hui , BAI Bing , JIA Xiang-xin , REN Guo-jia,. Field tests comparative study of vacuum well-point dewatering under a single well-point or a single row well-point [J]. , 2014, 299(2): 481-489.
[15] BAO Shu-feng , MO Hai-hong , DONG Zhi-liang , CHEN Ping-shan , QIU Qing-chang,. Research on transfer properties and distribution model of negative pressure in fresh hydraulic reclamation muck foundation [J]. , 2014, 35(12): 3569-3576.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao-wen,CHANG Li-jun,HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[2] LIU Yuan-ming,XIA Cai-chu. Weakening mechanism of mechanical behaviors and failure models of rock mass containing discontinuous joints under direct shear condition[J]. , 2010, 31(3): 695 -701 .
[3] LIU Quan-sheng, HU Yun-hua, LIU Bin. Progressive damage constitutive models of granite based on experimental results[J]. , 2009, 30(2): 289 -296 .
[4] ZHANG Yu-min, SHENG Qian, ZHANG Yong-hui, ZHU Ze-qi. Artificial simulation of nonstationary artificial seismic motion for large-scale underground cavern group located in alpine gorge area[J]. , 2009, 30(S1): 41 -46 .
[5] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[6] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[7] SHEN Hai-chao, CHENG Yuan-fang, ZHAO Yi-zhong, ZHANG Jian-guo, XIA Yuan-bo. Research on in-situ stresses and borehole stability of coal seam in Jingbian gas field[J]. , 2009, 30(S2): 123 -126 .
[8] ZHOU Yang, ZHOU Guo-qing. Semi-analytical solution for temperature field of one-dimensional soil freezing problem[J]. , 2011, 32(S1): 309 -0313 .
[9] CHEN Bao-guo , SUN Jin-shan , ZHANG Lei. Study of stressing state and ground treatment of reinforced concrete arch culvert[J]. , 2011, 32(5): 1500 -1506 .
[10] WEI Hou-zhen, YAN Rong-tao, WEI Chang-fu, WU Er-lin, CHEN Pan, TIAN Hui-hui. Summary of researches for phase-equilibrium of natural gas hydrates in bearing sediments[J]. , 2011, 32(8): 2287 -2294 .