|
|
|
| EXPERIMENTAL STUDY OF VENTILATION PROPERTY AND PARAMETERS OF CUBIC ARRANGED CEMENT BALLS |
| TONG Gangqiang,LI Dongqing,ZHANG Mingyi |
(State Key Laboratory of Frozen Soil Engineering,Cold and Arid Regions Environmental and Engineering Research Institute,
Chinese Academy of Sciences,Lanzhou,Gansu 730000,China) |
|
|
|
|
Abstract The block stones are widely used in Qinghai—Tibet railway construction due to the characteristics of good ventilation and heat transfer ability. It plays a positive effect on cooling permafrost. The air flow law inside the block stone layer has become a hot issue. But the particle size and shape of block stones are all irregular,and the packing methods are also random. Therefore,if directly conducting the ventilation experiment with block stone layer,the results obtained are accidentally and uncertainly. In order to avoid all above disadvantages,the permeability and inertial resistance coefficient of layer of cubic arranged cement ball with different diameters are studied by using wind tunnel tests. The diameters of balls are 0.15,0.20,0.25 and 0.30 m,respectively,and the porosities of cubic arranged cement balls were all 0.476. Results of the wind tunnel tests show that the internal pressure gradient of the cement ball layer has a good nonlinear quadratic curve relationship with the seepage velocity. The permeability and the inertial resistance coefficient are related to the diameter of cement balls. With the increase in the diameter of cement balls,the permeability increases and the inertial resistance coefficient decreases.
|
|
Received: 08 February 2010
|
|
|
|
| [1] 吴青柏,赵世运,马 巍,等. 青藏铁路块石路基结构的冷却效果监测分析[J]. 岩土工程学报,2005,27(12):1 386–1 390.(WU Qingbai,ZHAO Shiyun,MA Wei,et al. Monitoring and analysis of cooling effect of block-stone embankment for Qinghai—Tibet railway[J]. Chinese Journal of Geotechnical Engineering,2005,27(12):1 386–1 390.(in Chinese))
[2] 李永强,吴志坚,王引生,等. 青藏铁路冻土路基热棒应用效果试验研究[J]. 中国铁道科学,2008,29(6):6–10.(LI Yongqiang,WU Zhijian,WANG Yinsheng,et al. Test study on the application effect of the thermal pipes on the roadbed in the permafrost region along Qinghai—Tibet railway[J]. China Railway Science,2008,29(6):6–10.(in Chinese))
[3] 冯文杰,马 巍. 青藏铁路遮阳板措施应用效果观测研究[J]. 冰川冻土,2006,28(1):108–115.(FENG Wenjie,MA Wei. An experimental study of the effect of awning along the Qinghai—Tibet railway[J]. Journal of Glaciology and Geocryology,2006,28(1):108–115.(in Chinese))
[4] 胡明鉴,汪 稔,葛修润,等. 透壁通风管对青藏铁路路基的冷却效果试验初探[J]. 岩石力学与工程学报,2004,23(24):4 195–4 199. (HU Mingjian,WANG Ren,GE Xiurun,et al. An experimental study on cooling effect of the perforated ventilation pipes on Qinghai—Tibet railway roadbed[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(24):4 195–4 199.(in Chinese))
[5] 俞祁浩,钱 进,谷 伟,等. 青藏铁路自动温控通风试验路基观测结果分析[J]. 铁道学报,2009,31(6):63–68.(YU Qihao,QIAN Jin,GU Wei,et al. Analysis on experiments of the temperature controlled ventilated embankment of the Qinghai—Tibet railway[J]. Journal of the China Railway Society,2009,31(6):63–68.(in Chinese))
[6] 吴青柏,于 辉,蒋观利,等. 青藏铁路块石护坡温度场及路基冷却作用机制分析[J]. 岩土工程学报,2008,30(7):1 011–1 016.(WU Qingbai,YU Hui,JIANG Guanli,et al. Analysis of temperature features within crushed rock revetment and cooling mechanism of embankments for the Qinghai—Tibet railway[J]. Chinese Journal of Geotechnical Engineering,2008,30(7):1 011–1 016.(in Chinese))
[7] 李国玉,李 宁,康佳梅,等. 青藏铁路冻土区开放块石护坡路基降温机制研究[J]. 岩石力学与工程学报,2007,26(增1):3 161– 3 169.(LI Guoyu,LI Ning,KANG Jiamei,et al. Study on cooling mechanism of embankment with crushed-stone side-slope along Qinghai—Tibetan railway in permafrost regions[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(Supp.1):3 161–3 169.(in Chinese))
[8] 王爱国,马 巍,王大雁,等. 不同厚度块石路堤对冻土路基冷却效果对比研究[J]. 岩石力学与工程学报,2006,25(增1):3 283– 3 288.(WANG Aiguo,MA Wei,WANG Dayan,et al. Comparison study on cooling effect of frozen-soil foundation on block-stone railway embankment with different thickness of block-stone[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(Supp.1):3 283–3 288.(in Chinese))
[9] 何树生,张明义,张 耀,等. 多年冻土区开放块石护坡降温特性室内试验研究[J]. 铁道学报,2008,30(4),54–58.(HE Shusheng,ZHANG Mingyi,ZHANG Yao,et al. Laboratory investigation on cooling characteristics of open block-stone revetment in permafrost regions[J]. Journal of the China Railway Society,2008,30(4):54–58.(in Chinese))
[10] 孙志忠,马 巍,李东庆,等. 青藏铁路北麓河试验段块石路基与普通路基的地温特征[J]. 岩土工程学报,2008,30(2),303–308. (SUN Zhizhong,MA Wei,LI Dongqing,et al. Ground temperature characteristics of block stone embankment and traditional embankment at Beiluhe along Qinghai—Tibet railway[J]. Chinese Journal of Geotechnical Engineering,2008,30(2):303–308.(in Chinese))
[11] SUN B X,YANG L J,XU X Z. Onset and evaluation on winter-time natural convection cooling effectiveness of crushed-rock highway embankment[J]. Cold Regions Science and Technology,2007,48(3):218–231.
[12] 何 平,程国栋,马 巍,等. 块石通风性能试验研究[J]. 岩土工程学报,2006,28(6):789–792.(HE Ping,CHENG Guodong,MA Wei,et al. Researches on ventilation properties of block stones layer[J]. Chinese Journal of Geotechnical Engineering,2006,28(6):789–792.(in Chinese))
[13] 张明义,刘德仁,李双洋,等. 铁路碎石道碴层通风阻力参数试验研究[J]. 冰川冻土,2009,31(2):372–376.(ZHANG Mingyi,LIU Deren,LI Shuangyang,et al. Experimental study of the ventilation drag parameters in a railway ballast layer[J]. Journal of Glaciology and Geocryology,2009,31(2):372–376.(in Chinese))
[14] 孔祥言. 高等渗流力学[M]. 合肥:中国科学技术大学出版社,1999:31–35.(KONG Xiangyan. Advanced mechanics of fluids in porous media[M]. Hefei:University of Science and Technology of China Press,1999:31–35.(in Chinese))
[15] 李伟锋,刘海峰,龚 欣. 工程流体力学[M]. 上海:华东理工大学出版社,2009:215–216.(LI Weifeng,LIU Haifeng,GONG Xin. Engineering fluid mechanics[M]. Shanghai:East China University of Science and Technology Press,2009:215–216.(in Chinese))
[16] NIELD D A,BEJAN A. Convection in porous media[M]. 2nd ed. New York:Springer,1999:10–11. |
|
|
|