Numerical analysis of temperature field during liquid nitrogen freezing in high-confined aquifer reinforcement

CHEN Cheng, YANG Ping, ZHANG Ting

Journal of Nanjing Forestry University (Natural Sciences Edition) ›› 2012, Vol. 36 ›› Issue (03) : 120-124.

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Journal of Nanjing Forestry University (Natural Sciences Edition) ›› 2012, Vol. 36 ›› Issue (03) : 120-124. DOI: 10.3969/j.jssn.1000-2006.2012.03.025

Numerical analysis of temperature field during liquid nitrogen freezing in high-confined aquifer reinforcement

  • CHEN Cheng, YANG Ping*, ZHANG Ting
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Abstract

In order to solve the problems of how to replace the water, the shield tail brushes and so on. With Qingchun Road cross-river tunnel of Hangzhou as an example, this paper applies ADINA finite element calculation software to compute thermal field for liquid nitrogen freezing 3-D model, studies thermal spatial distribution and the variation laws of temperature with time, and does the sensitivity analysis for influence factors of freezing temperature field. Through the contrast analysis of numerical simulation and field measurement, we get the development regularity of nitrogen freezing temperature field: liquid nitrogen freezing time is shorter along with the increase of thermal conductivity and slowly longer along with heat capacity; the liquid nitrogen freezing temperature is lower, the time of freezing is shorter, which solve the problem of shield brushes tail replacement in high-confined aquifer.

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CHEN Cheng, YANG Ping, ZHANG Ting. Numerical analysis of temperature field during liquid nitrogen freezing in high-confined aquifer reinforcement[J]. Journal of Nanjing Forestry University (Natural Sciences Edition). 2012, 36(03): 120-124 https://doi.org/10.3969/j.jssn.1000-2006.2012.03.025

References

[1] Yang P, Ke J, Wang J G, et al. Numerical simulation of frost heave with coupled water freezing, temperature and stress fields in tunnel excavation[J]. Computers and Geotechnics,2006, 33(6-7):330-340.
[2] 李胜新,刘广仁,张平,等.盾构法隧道掘进中盾尾密封涌水涌砂防治技术[J].石油工程建设,2009,35(2):79-80.
[3] 杨平,袁云辉,佘才高,等.南京地铁集庆门盾构隧道进洞端头人工冻结法加固温度实测[J].解放军理工大学学报,2009,10(6):591-596.
[4] 夏江涛,蔡荣,杨平,等.水平冻结法施工杯型冻土壁温度场影响参数分析[J].铁道建筑,2010(12):38-41.
[5] 夏江涛,杨平.盾构出洞水平冻结加固杯型冻土壁温度场数值分析[J].河南科技大学学报,2010,31(3):58-62.
[6] 杨谢生,王灵敏.液氮冻结法在盾构进洞工程中的应用[G]//矿山工程新进展-2007.全国矿山建设学术会议文集,2007.
[7] 岳丰田,王涛,檀鲁新,等.液氮冻结技术在井筒封水抢险中的应用[J].煤炭科学技术,2009,37(2):29-31.
[8] 胡向东,程烨尔.盾构尾刷冻结法更换的温度场数值分析[J].岩土力学与工程学报,2009,28(S2):3516-3525.
[9] 陈成,杨平,张婷,等.高承压含水层中更换盾尾刷长距离液氮冻结技术与应用[J].施工技术,2010,40(4):74-77.
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