Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (8): 2151-2159.doi: 10.16285/j.rsm.2020.1645

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Model test of active drainage consolidation method on air-lift effect

WU Hui-ming1, ZHAO Zi-rong1, LIN Xiao-fei1, SHI Jian-qian1, GONG Xiao-nan2   

  1. 1. Kaitian Engineering Technology Co., Ltd., Ningbo, Zhejiang 315000, China; 2. Center for Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou, Zhejiang 310058, China
  • Received:2020-11-04 Revised:2021-03-19 Online:2021-08-11 Published:2021-08-16
  • Supported by:
    This work was supported by the Ningbo Science and Technology Innovation 2025 Major Project(2019B10047) and the Ningbo Transportation Technology Plan Project(202106).

Abstract: Aerosol injection technology (AIT) is a new type of active drainage technology. Aerosol injection is carried out in an injection hole through a rotating pipe with a high-pressure pump, which plays three major roles including deep three-dimensional drainage, deep pressurization and air-lift precipitation to improve drainage efficiency. Aiming at the effect of air-lift precipitation, a large-scale air-lift model test device has been independently developed, and a series of experimental studies has been carried out on variables such as the lower medium, surrounding medium, air injection pressure, air-lift drainage channel size and air injection depth. The research results show that: 1) The surrounding medium has little effect on the air-lift precipitation depth but has a great impact on the water level drop speed; 2) The air injection pressure is not directly proportional to the maximum air-lift precipitation depth. The maximum air-lift precipitation depth can only be reached when the air injection pressure is well matched with the diameter of the vertical drainage body; 3) When the diameter of the vertical drainage body is constant, the air injection depth determines the maximum precipitation depth and precipitation rate. The research results can guide the implementation of AIT and provide a basis for further study on the air-lift precipitation mechanism of AIT.

Key words: high-pressure air, aerosol, structure decomposition, drainage consolidation, air-lift effect, model test

CLC Number: 

  • TU 447
[1] LI Yuan-hai, LIU De-zhu, YANG Shuo, KONG Jun, . Experimental investigation on surrounding rock stress and deformation rule of TBM tunneling in deep mixed strata [J]. Rock and Soil Mechanics, 2021, 42(7): 1783-1793.
[2] LIU Zhi-peng, KONG Gang-qiang, WEN Lei, WANG Zhi-hua, QIN Hong-yu, . Model tests on uplift and lateral bearing characteristics of inclined helical pile group embedded in sand [J]. Rock and Soil Mechanics, 2021, 42(7): 1944-1950.
[3] RAO Pei-sen, LI Dan , MENG Qing-shan, WANG Xin-zhi, FU Jin-xin, LEI Xue-wen, . Study on earth pressure distribution characteristics of calcareous sand foundation under cyclic loading [J]. Rock and Soil Mechanics, 2021, 42(6): 1579-1586.
[4] GUO Ming-wei, MA Huan, YANG Zhong-ming, WANG Bin, DONG Xue-chao, WANG Shui-lin, . Settlement analysis of large open caisson foundation at construction stage of Changtai Yangtze River Bridge [J]. Rock and Soil Mechanics, 2021, 42(6): 1705-1712.
[5] SHEN Yang, FENG Zhao-yan, DENG Jue, CHEN Kai-jia, XU Jun-hong, . Model test on bearing capacity of coral sand foundation in the South China Sea [J]. Rock and Soil Mechanics, 2021, 42(5): 1281-1290.
[6] ZHANG Yu, LI Da-yong, LIANG Hao, ZHANG Yu-kun, . Model tests on horizontal bearing capacity and earth pressure distribution of hollow cone-shaped foundation under horizontal monotonic loading [J]. Rock and Soil Mechanics, 2021, 42(5): 1404-1412.
[7] LI Qing-song, WEN Lei, KONG Gang-qiang, GAO Hong-mei, SHEN Zhi-fu, . Theoretical computation of the uplift bearing capacity of helical piles based on cavity expansion method [J]. Rock and Soil Mechanics, 2021, 42(4): 1088-1094.
[8] ZHANG Ji-meng, ZHANG Chen-rong, ZHANG Kai, . Model tests of large-diameter single pile under horizontal cyclic loading in sand [J]. Rock and Soil Mechanics, 2021, 42(3): 783-789.
[9] ZHENG Jun-jie, SHAO An-di, XIE Ming-xing, JING Dan, . Experimental study on retaining wall with EPS cushion under different backfill widths [J]. Rock and Soil Mechanics, 2021, 42(2): 324-332.
[10] WAN Zhi-hui, DAI Guo-liang, GONG Wei-ming, GAO Lu-chao, XU Yi-fei, . Experimental study on lateral bearing behavior of post-grouted piles in calcareous sand [J]. Rock and Soil Mechanics, 2021, 42(2): 411-418.
[11] XIAO Jie-fu, LI Yun-an, HU Yong, ZHANG Shen, CAI Jun-ming, . Model tests on deformation characteristics of ancient bank landslide under water level fluctuation and rainfall [J]. Rock and Soil Mechanics, 2021, 42(2): 471-480.
[12] HOU Tian-shun, YANG Kai-xuan. Model test on earth pressure at rest of light weight soil mixed with EPS particles behind a retaining wall [J]. Rock and Soil Mechanics, 2021, 42(12): 3249-3259.
[13] LIU De-ren, XU Shuo-chang, XIAO Yang, WANG Xu, LI Jian-dong, ZHANG Yan, . Experimental study on the law of water-air migration in compacted loess under the condition of immersion infiltration [J]. Rock and Soil Mechanics, 2021, 42(12): 3260-3270.
[14] ZHU Cai-hui, LI Ning, MA Shuai, CUI Chen, DONG Xue-qin, . Study on anti-seepage measures of rammed earth foundation of ancient buildings based on model test [J]. Rock and Soil Mechanics, 2021, 42(12): 3281-3290.
[15] LIN Zhi, HU Wei, ZHAO Pu, CHEN Qiu-nan, HE Jian-qing, CHEN Jie, SHI Dan-da, . Model test study on inclined pull-out bearing characteristics of flat circular anchor in sand [J]. Rock and Soil Mechanics, 2021, 42(11): 3059-3068.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .