水囊土压力计研制与试验验证研究
作者:
作者单位:

1.华东交通大学 交通运输工程学院;2.华东交通大学;3.中铁广州工程局集团有限公司;4.南昌轨道交通集团有限公司地铁项目管理分公司

基金项目:

国家自然科学(52078213);江西省杰出青年(20192ACBL21003)

  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [16]
  • |
  • 相似文献
  • |
  • 引证文献
  • | |
  • 文章评论
    摘要:

    针对土压力盒易发生应力集中的问题,研制了水囊土压力计,即通过透明的PU空压软管将感压水囊与电子压力表进行连接,其中感压水囊的厚度可控制在5-10mm,在使用时电子压力表的高度位置进行固定。将水囊土压力计与振弦式土压力盒埋设在不同压缩模量的土体中进行了对比试验,结果分析表明,由于感压水囊比土压力盒薄,虽然实测土压力偏大问题不可避免,但相对土压力盒测试结果而言,采用水囊土压力计测试地层中的土压力时应力集中问题显著改善;从测试结果可知,由测试元件厚度所导致的土压力偏大幅值为非线性,这与测试元件周围的土体颗粒变形调整有关。将水囊土压力计用于盾构隧道响应模型试验研究中,从测试结果可知,水囊土压力计与土压力盒的测试结果具有明显的不同;从测试结果的变化趋势分析来看,水囊土压力计的测试结果可信,且有必要采用水囊土压力计直接贴在模型盾构隧道外壁测试其周围土压力。水囊土压力计的测试原理简单,且成本低、精度高,因其为柔性构造,可根据测试需求选用感压水囊用于结构物表面为非平面的土压力测试。

    Abstract:

    Based on the problem of earth pressure concentration in soil pressure cells, a water bladder earth pressure gauge was invented. The thickness of pressure sensing water bladder can be controlled within 5-10mm.The pressure sensing water bladder is connected with the electronic pressure gauge through the transparent PU air pressure hose. The height position of the electronic pressure gauge needs to be fixed when the water bladder earth pressure gauge is used.In order to verify the testing performance of the water bladder earth pressure gauge, a comparison test was conducted between the water bladder earth pressure gauge and the vibrating string earth pressure cell buried in soils with different compression modulus.The analysis of the results shows that, because the pressure sensing water bladder is thinner than the earth pressure cell, although the problem of high measured earth pressure is unavoidable, the stress concentration problem is significantly improved when the earth pressure in the stratum is tested with the water bladder earth pressure gauge compared with the earth pressure cell.The water bladder earth pressure gauge is used in the model test of shield tunnel response. The test results show that the water bladder earth pressure gauge is obviously different from the earth pressure cell.From the analysis of the changing trend of the test results, the test results of the water bladder earth pressure gauge are reliable.The test principle of the water bladder earth pressure gauge is simple, and the cost is low, and the precision is high.Because of its flexible construction, the pressure sensing water bladder can be used to test the earth pressure of non-plane structure surface according to the test demand.

    参考文献
    [1] 张海丰,马保松,王福芝. 被动土拱效应对土压力计匹配误差的影响[J]. 岩土工程学报,2016,38(2):350-354.HANG Haifeng,MA Baosong,WANG Fuzhi. Influence of passive soil arching effect on matching error of earth pressure cells[J]. Chinese Journal of Geotechnical Engineering,2016,38(2):350-354.
    [2] 李超,肖景泽,刘予,等. 基于BOTDR的一种土压力测量管研究[J]. 岩土工程技术,2020,34(4):191-195.I Chao,XIAO Jingze,LIU Yu,et al. Soil Pressure Measuring Pipe Based on BOTDR[J]. Geotechnical Engineering Technique,2020,34(4):191-195.
    [3] LABUZ J F,THEROUX B. Laboratory calibration of earth pressure cells[J]. Geotechnical Testing Journal,2005,28(2):188-196.
    [4] PARDO G S,SAEZ E. Experimental and numerical study of arching soil effect in coarse sand[J]. Computers and Geotechnics,2014,57:75-84.
    [5] 王继成,龚晓南,田效军. 考虑土应力历史的土压力计测量修正[J]. 湖南大学学报(自然科学版),2014,41(11):96-102.ANG Jicheng; GONG Xiaonan; TIAN Xiaojun. Earth Pressure Cells Measurement Correction Considering Earth Stress History[J]. Journal of Hunan University(Natural Sciences),2014,41(11):96-102.
    [6] TALESNICK M L,RINGEL M,AVRAHAM R. Measurement of contact soil pressure in physical modelling of soil-structure interaction[J]. International Journal of Physical Modelling in Geotechnics,2014,14(1):3-12.
    [7] 简筝,赵国彦,王玺,等. 砂土介质振弦式土压力盒标定试验[J]. 黄金科学技术,2020,28(4):541-549.IAN Zheng,ZHAO Guoyan,WANG Xi,et al. Calibration Tests of Vibrating Wire Earth Pressure Cells in Sand Soil[J]. Gold Science and Technology,2020,28(4):541-549.
    [8] 任连伟,肖扬,顾红伟. 砂土介质中多类型土压力盒标定试验[J]. 河海大学学报(自然科学版),2016,44(2):155-159.EN Lianwei,XIAO Yang,GU Hongwei. Experimental study on calibration tests of earth pressure cells in sand soil[J]. Journal of Hohai University(Natural Sciences),2016,44(2):155-159.
    [9] TALESNICK M. Measuring soil pressure within a soil mass[J]. Canadian Geotechnical Journal,2013,50(7):716-722.
    [10] 刘开源,许成顺,贾科敏,等. 砂土介质中多类型土压力盒标定试验[J]. 岩土工程学报,2020,42(3):584-591.IU Kaiyuan,XU Chengshun,JIA Kemin,et al. Measurement of earth pressures on curved surface of thin film pressure sensor[J]. Chinese Journal of Geotechnical Engineering,2020,42(3):584-591.
    [11] 廖波,周檀君,季雨坤. 薄膜式土压力分布传感器研发及试验研究[J]. 传感技术学报,2018,31(1):19-24.IAO Bo,ZHOU Tanjun,JI Yukun. Experimental Research and Development of Thin-Film Soil Pressure Distribution Sensor[J].Chinese Journal of Sensors and Actuators,2018,31(1):19-24.
    [12] 张常光,张庆贺,张振光. 盾构穿过矿山法隧道的管片特性现场试验研究[J]. 上海交通大学学报,2013,47(9):1454-1458 1463.HANG Changguang,ZHANG Qinghe, ZHANG Zhenguang. Field test of segment characteristics for shield advancing in mined tunnel[J]. Journal of Shanghai Jiaotong University,2013,47(9):1454-1458 1463.
    [13] 商拥辉,商丽,方前程,等. 高强玻纤格栅软基加固传荷机理现场试验研究[J]. 水文地质工程地质,2016,43(2):93-98 104.HANG Yonghui,SHANG Li,FANG Qiancheng,et al. Field test study of the mechanism of reinforcing the soft foundation of high strength glass fiber grids[J]. Hydrogeology Engineering Geology,2016,43(2):93-98 104.
    [14] 赵华. 黄土冲沟区桥梁桩基受力特性现场试验研究[J]. 中外公路,2019,39(4):67-70.HAO Hua. Study on Stress Characteristics of Bridge Pile Foundation in Loess Gully Area[J]. Journal of China Foreign Highway,2019,39(4):67-70.
    [15] 徐智刚,陈龙,王福喜. U型板桩振动施工动力响应特性现场试验研究[J]. 水利建设与管理,2018,38(1):34-40.U Zhigang,CHEN Long,WANG Fuxi. Experimental study on dynamic response characteristics of U-shaped plate pile vibration construction[J]. Water Conservancy Construction and Management,2018,38(1):34-40.
    [16] 阮承志,石海斌,于万友,等. 盾构上穿既有隧道影响及加固分析[J]. 华东交通大学学报,2022,39(03):54-60.UAN Chengzhi,SHI Haibin,YU Wanyou,et al.Analysis of the influence and reinforcement of shield passing through existing tunnel[J]. Journal of East China Jiaotong University,2022,39(03):54-60.
    相似文献
    引证文献
引用本文
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2022-11-17
  • 最后修改日期:2022-12-30
  • 录用日期:2023-01-03
  • 在线发布日期: 2023-06-21
关闭