›› 2010, Vol. 31 ›› Issue (1): 165-173.

• Geotechnical Engineering • Previous Articles     Next Articles

Cooling effects and mechanisms of crushed rock protective slopes combined with shading board on embankment in warm permafrost regions

LI Guo-yu1,LI Ning1, 2,MA Wei1   

  1. 1. State Key Laboratory of Frozen Soil Engineering, CAREERI, Chinese Academy of Sciences, Lanzhou 730000, China; 2. Institute of Geotechnical Engineering, Xi’an University of Technology, Xi’an 710048, China
  • Received:2009-07-18 Online:2010-01-10 Published:2010-02-02

Abstract:

On the basis of in situ measurements, it is necessary that the embankment only with crushed rock protective slopes in the warm permafrost regions along the Qinghai-Tibet Railway needs proactive mitigative measures to maintain the long-term stability. Thus, an ad hoc technique of the crushed-rock protective slopes and the awning combination (CPS-AC) was proposed. The cooling effect and mechanisms of the CPS-AC were explored on the basis of previous studies on the individual mitigative measures of the awning and the crushed-rock protective slopes, and of the current studies on the temperatures and velocities of the CPS-AC embankment configurations. The CPS-AC is further divided into two types, the closed and open systems. In the closed system, the airs between in the ambient environment and under the awning can not exchange freely. In reverse, the airs can do freely in the open system. The awning in the closed CPS-AC can shade the direct solar radiation on the protective slopes and protect the embankments from blowing sands and snow, as well as winds; and the crushed rock layer in the closed CPS-AC has the “thermal semi-conductor” effect and can shade the secondary radiation from warm awning. In the open CPS-AC system, the shading board shades sunlight and obstructs snow, and the crushed rock layer can shield the secondary radiation of the warmer awning, and protect warmer winds from entering the embankment, and also has a chimney effect for cooling the embankment. The cooling effect of the open channel between the awning and the crushed rock slope can be explained using the siphon, channeling and chimney cooling effects. The measurements and research on the effects and mechanisms have provided important evidences and application techniques for the CPS-AC practices in the Qinghai-Tibet Railway.

Key words: warm permafrost, crushed-rock protective slopes and awning combination (CPS-AC), channeling, siphon and chimney effects, Qinghai-Tibet Railwaywarm permafrost, crushed-rock protective slopes and awning combination (CPS-AC), channeling, siphon and chimney effects, Qinghai-Tibet Railway

CLC Number: 

  • TU 443
[1] WANG Hong-lei, SUN Zhi-zhong, LIU Yong-zhi, WU Gui-long, . The monitoring analysis of the thermal-mechanical response on embankment with thawed interlayer along Qinghai-Tibet Railway [J]. Rock and Soil Mechanics, 2019, 40(7): 2815-2824.
[2] LIU Ming-hao, NIU Fu-jun, LIN Zhan-ju, LUO Jing. Long-term cooling effect and deformation characteristics of a U-shaped crushed rock embankment in warm permafrost regions [J]. , 2017, 38(11): 3304-3310.
[3] SUN Zhi-zhong ,MA Wei ,DANG Hai-ming ,YUN Han-bo ,WU Gui-long . Characteristics and causes of embankment deformation for Qinghai-Tibet Railway in permafrost regions [J]. , 2013, 34(9): 2667-2671.
[4] WANG Song-he,QI Ji-lin. Experimental study of relaxation characteristics of warm permafrost [J]. , 2012, 33(6): 1660-1666.
[5] NIU Fu-jun , LIN Zhan-ju , LU Jia-hao , LIU Hua. Study of the influencing factors of roadbed settlement in embankment-bridge transition section along Qinghai-Tibet Railway [J]. , 2011, 32(S2): 372-377.
[6] YANG Rang-hong ,ZHU Ben-zhen. Stability analysis of Qinghai-Tibet railway slope embankment in permafrost regions [J]. , 2011, 32(7): 2117-2122.
[7] FU Wei, WANG Ren, LI Zhi-qing, HU Ming-jian. Experimental study of electrical resistivity properties and alert performance of frozen soil under uniaxial load [J]. , 2009, 30(7): 1974-1980.
[8] ZHU Zhan-yuan,LING Xian-zhang,HU Qing-li2,YU Yang,CHANG Xiao-xiao. Experimental research of vibration excited subsidence of frozen soil under long-term dynamic loads [J]. , 2009, 30(4): 955-959.
[9] WANG Chun-lei, XIE Qiang, JIANG Chong-xi, HU Qi-jun. Analysis of thermal characteristics and mechanical properties of salty soil in frozen area of Qinghai-Tibet Railway [J]. , 2009, 30(3): 836-839.
[10] MA Wei, LIU Duan, WU Qing-bai. Monitoring and analysis of embankment deformation in permafrost regions of Qinghai-Tibet Railway [J]. , 2008, 29(3): 571-579.
[11] MA Xiao-jie , ZHANG Jian-ming , ZHENG Bo , LI Shuang-yang . Study on warm and ice-rich permafrost beneath Qinghai-Tibet Railway embankment with pressiometer [J]. , 2008, 29(3): 764-768.
[12] HU Ming-jian, WANG Ren, HUANG Ming-kui, Yü Ji-ning, FU Wei. Reliability verification of settlement monitoring instrument for Qinghai-Tibet Railway embankment based on plate loading test [J]. , 2006, 27(7): 1209-1213.
[13] WEI Jing , XU Zhao-yi , LI Cheng , BAO Li-ming , GE Jian-jun . Temperature feature analysis for embankment with riprap slope protection in Qingshuihe test section of Qinghai-Tibet Railway [J]. , 2006, 27(5): 773-777.
[14] WU Zhi-jian , MA Wei , SHENG Yu , NIU Fu-jun , SUN Zhi-zhong, . Cooling effectiveness analysis of the vent-pipe, cast-detritus and heat preservation material on protecting embankment in permafrost regions [J]. , 2005, 26(8): 1288-1293.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] ZHANG Wen-jie,CHEN Yum-min. Pumping tests and leachate drawdown design in a municipal solid waste landfill[J]. , 2010, 31(1): 211 -215 .
[2] GONG Wei-li, AN Li-qian, ZHAO Hai-yan, MAO Ling-tao. Multiple scale characterization of CT image for coal rock fractures based on image description[J]. , 2010, 31(2): 371 -376 .
[3] WAN Zhi, DONG Hui, LIU Bao-chen. On choice of hyper-parameters of support vector machines for time series regression and prediction with orthogonal design[J]. , 2010, 31(2): 503 -508 .
[4] SUN Xi-yuan, LUAN Mao-tian, TANG Xiao-wei. Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground[J]. , 2010, 31(2): 667 -672 .
[5] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[6] TAN Feng-yi, Jiang Zhi-quan, Li Zhong-qiu, YAN Hui-he. Application of additive mass method to testing compacted density of filling material in Kunming new airport[J]. , 2010, 31(7): 2214 -2218 .
[7] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[8] YANG Zhao-liang, SUN Guan-hua, ZHENG Hong. Global method for stability analysis of slopes based on Pan’s maximum principle[J]. , 2011, 32(2): 559 -563 .
[9] WANG Guang-jin,YANG Chun-he ,ZHANG Chao,MA Hong-ling,KONG Xiang-yun ,HO. Research on particle size grading and slope stability analysis of super-high dumping site[J]. , 2011, 32(3): 905 -913 .
[10] HU Hai-jun, JIANG Ming-jing, ZHAO Tao, PENG Jian-bing, LI Hong. Effects of specimen-preparing methods on tensile strength of remolded loess[J]. , 2009, 30(S2): 196 -199 .