Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 34 Issue 1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
SONG Lei, ZHANG Xiao-jun, YANG Wei-hao, LI Hai-peng. Experimental study on GPR model for artificial freezing projects[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 115-122.
Citation: SONG Lei, ZHANG Xiao-jun, YANG Wei-hao, LI Hai-peng. Experimental study on GPR model for artificial freezing projects[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 115-122.
shu

Experimental study on GPR model for artificial freezing projects

  • 1. State Key Laboratory for Geomechanics & Deep Underground Engineering, School of Mechanics & Civil Engineering, China University of Mining & Technology, Xuzhou 221008, China; 2. State Key Laboratory of Frozen Soil Engineering, Lanzhou 730000, China; 3. China Coal Technology&Engineering Group, Chongqing Design&Research Institute, Chongqing 400016, China )

More Information
  • Received Date: December 12, 2010
  • Published Date: January 19, 2012
    Graphical Abstract
    • Abstract
  • It is effective to detect the thickness and lacuna of artificial freezing walls by means of the ground penetrating radarGPR). Based on the physical model tests, the similarity criteria of GPR exploration are derived for artificial freezing projects, which have clear physical meanness and can be employed to explain the relationship of the propagation time and amplitude of GPR signals between the model and the prototype. According to the electromagnetic properties of freezing soils with different frequencies, the similar criterion is a contradictory one in GPR model for the artificial freezing projects. It is deduced that in AFE the travel time and characters of anomalies in GPR profiles are similar to those of the prototypes, while the amplitude of GPR signals will be much stronger than that of the prototypes. Through model tests and field explorations, the characteristics of typical anomalies in AFE, such as freezing pipe and defects, are obtained and reported. It is found that they play an important role in the construction of the connecting passage of Shanghai Yangtze River Tunnel. The research findings have an important theoretical value for the GPR experimental study and can be used in artificial freezing projects and engineering construction in permafrost regions.
    • FullText(HTML)
    • References (34)
  • [1]
    崔广心 , 杨维好 , 吕恒林 . 深厚表土的冻结壁和井壁 [M]. 徐州 : 中国矿业大学出版社 , 1998.CUI Guang-xin, YANG Wei-hao, LÜ Heng-lin. The freezingwall and the sidewall in the deep topsoil [M]. Xuzhou: The Press of China Uninersity of Mining and Technology, 1998.in Chinese))
    [2]
    汪仁和 , 王 伟 . 冻结孔偏斜下冻结壁温度场的形成特征与分析 [J]. 岩土工程学报 , 2003, 256): 658 – 661.WANG Ren-he, WANG Wei. Analysis for features of the freezing temperature field under deflective pipes[J]. Chinese Journal of Geotechnical Engineering, 2003, 256): 658 – 661.in Chinese))
    [3]
    宋 雷 , 杨维好 , 李海鹏 . 郭屯煤矿主井冻结法凿井信息化监测技术研究 [J]. 采矿与安全工程学报 , 2010, 271): 19 – 23.SONG Lei, YANG Wei-hao, LI Hai-peng. Monitoring of freezing shaft sinking in ultra-deep alluvium of Guotun coal mine[J]. Journal of Mining and Safety Engineering, 2010, 271): 19 – 23.in Chinese))
    [4]
    李大心 . 探地雷达方法与应用 [M]. 北京 : 地质出版社 , 1994: 58 – 63.LI Da-xin. Method and utilization of ground penetrating radar[M]. Beijing: The Geological Publishing House, 1994: 58 – 63.in Chinese))
    [5]
    MIRONOV V L, LUKIN Y I. Temperature dependable microwave dielectric model for frozen soils[C]// Piers 2009 Moscow Vols I and II, Proceedings: 2009: 928 – 932.
    [6]
    ZHANG L X, ZHAO T J, JIANG L M, et al. Estimate of phase transition water content in freeze-thaw process using microwave radiometer[J]. Ieee Transactions on Geoscience and Remote Sensing, 2010, 4812): 4248 – 4255.
    [7]
    PETTERSSON J K, NOBES D C. Environmental geophysics at Scott Base: ground penetrating radar and electromagnetic induction as tools for mapping contaminated ground at Antarctic research bases[J]. Cold Regions Science and Technology, 2003, 372): 187 – 195.
    [8]
    CHRISTOPHER W S, BRIAN J M, STEVE M, et al. Mapping subsurface conditions within the near-shore zone of an arctic delta using ground penetrating radar[J]. Cold Regions Science and Technology, 2009, 561): 30 – 38.
    [9]
    ANDERS S J, FRANK A. Mapping of permafrost surface using ground-penetrating radar at Kangerlussuaq Airport, western Greenland[J]. Cold Regions Science and Technology, 2007, 481): 64 – 72.
    [10]
    宋 雷 , 刘天放 , 黄家会 , 等 . 冻结壁发育状况的地质雷达探测 [J]. 中国矿业大学学报 , 2005, 342): 143 – 147.SONG Lei, LIU Tian-fang, HUANG Jia-hui, et al. Research on ground penetrating radarGPR) explorationon artificial freezing wall development[J]. Journal of China University of Mining &Technology, 2005, 342): 143 – 147.in Chinese))
    [11]
    赵永辉 , 胡向东 , 赵国强 . 隧道人工冻土帷幕边界雷达探测试验分析 [J]. 同济大学学报（自然科学版） , 2006, 344): 508 – 513.ZHAO Yong-hui, HU Xiang-dong, ZHAO Guo-qiang. Experiment on artificial freezing soil boundary ground penetrating radar detection in tunnels[J]. Journal of Tongji UniversityNatural Science), 2006, 344): 508 – 513.in Chinese))
    [12]
    赵 刚 , 陶夏新 , 刘 兵 . 原状土冻融过程中水分迁移试验研究 [J]. 岩土工程学报 , 2009, 3112): 1952 – 1957.ZHAO Gang, TAO Xia-xin, LIU Bing. Experimental study on water migration in undisturbed soil during freezing and thawing process [J]. Chinese Journal of Geotechnical Engineering , 2009, 3112): 1952 – 1957.in Chinese))
    [13]
    KING R J. Physical modeling of EM wave propagation over the earth[J]. Radio Science, 1982, 17 : 103 – 116.
    [14]
    SMITH G S, SCOTT W R Jr. A scale model for studying ground penetrating radars[J]. IEEE Transactions on Geoscience and Remote Sensing , 1989, 274): 358 – 363.
    [15]
    曾昭发 , 薛 建 , 王者江 , 等 . 探地雷达物理模拟相似性准则及监测油气污染试验 [J]. 长春科技大学学报 , 1998, 284): 453 – 457.ZENG Zhao-fa, XUE Jian, WANG Zhe-jiang, et al. Physical simulation Physical simulation of the GPR and the experiment on oil pollution detection[J]. Journal of Changchun University of Science and Technology , 1998, 284): 453 – 457.in Chinese))
    [16]
    王惠濂 . 探地雷达目的体物理模拟研究结果 [J]. 地球科学 : 中国地质大学学报 , 1993, 183): 266 – 284.WANG Hui-lian. Ground penetrating radar studies in physical analogue[J]. Earth Science — Journal of China University of Geosciences, 1993, 183): 266 – 284.in Chinese))
    [17]
    BERES M, LUETSCHER M, OLIVIER R. Integration of ground penetrating radar and microgravimetric methods to map shallow caves[J]. Journal of Applied Geophysics, 2001. 464): 249 – 262.
    [18]
    WILSON J N , GADER P , LEE Wen-Hsiung , et al. A large-scale systematic evaluation of algorithms using ground-penetrating radar for landmine detection and discrimination[J]. IEEE Transactions on Geoscience and Remote Sensing, 2007, 45 8): 2560 – 2572.
    [19]
    周奇才 , 何宏宇 , 李 婧 , 等 . 盾构施工前方的探地雷达探测模拟实验 [J]. 中国工程机械学报 , 2007, 52): 210 – 214.ZHOU Qi-cai, HE Hong-yu, LI Jing, et al. Simulated test on ground penetrating radar for shield-driven construction front[J]. Chinese Journal of Construction Machinery, 2007, 52): 210 – 214.in Chinese))
    [20]
    HE Zhan , FARID A M , ALSHAWABKEH A N , et al. Scale model experimental validation and calibration of the half-space green's function born approximation model applied to cross-well radar sensing[J]. IEEE Transactions on Geoscience and Remote Sensing, 2007 , 458): 2423 – 2428.
    [21]
    VALLE S, ZANZI L, SGHEIZ M, et al. Ground penetrating radar antennas: theoretical and experimental directivity functions[J]. IEEE Transactions on Geoscience and Remote Sensing, 2001, 394): 749 – 759.
    [22]
    HUANG Ling , ZENG Zhao-fa , WANG Mu-nan , et al. High resolution GPR and its experimental study[J]. Applied Geophysics, 2002 , 44): 301 – 307.
    [23]
    ERWAN Gloaguen, MICHEL Chouteau, DENIS Marcotte, et al . Estimation of hydraulic conductivity of an unconfined aquifer using cokriging of GPR and hydrostratigraphic data[J]. Journal of Applied Geophysics, 2001 , 47 : 135 – 152.
    [24]
    邓世坤 . 探地雷达用于深圳湾软基处理工程中的质量检测 [J]. 岩土工程学报 , 2000, 221): 133 – 135.DENG Shi-kui. Application of ground penetrating radar to the quality supervision of soft soil improvement at Shen Zhen Wan[J]. Chinese Journal of Geotechnical Engineering, 2000, 221): 133 – 135.in Chinese))
    [25]
    XIE X Y, LIU Y J, HUANG H W, et al. Evaluation of grout behind the lining of shield tunnels using ground-penetrating radar in the Shanghai Metro Line, China[J]. Journal of Geophysics and Engineering, 2007, 43): 253- – 261.
    [26]
    ZHANG F S, XIE X Y, HUANG H W . Application of ground penetrating radar in grouting evaluation for shield tunnel construction[J]. Tunnelling and Underground Space Technology, 2010, 252): 99 – 107.
    [27]
    南 琛 , 张民庆 . 五爪观隧道暗河段施工技术 [J]. 岩土工程学报 , 2007, 276): 948 – 953.NAN Chen, ZHANG Min-qing. Construction technology of underground river section of Wuzhaoguan tunnel[J]. Chinese Journal of Geotechnical Engineering, 2007, 276): 948 – 953.in Chinese))
    [28]
    周奇才 , 冯双昌 , 李 君 , 等 . 盾构施工前向地质探测技术及系统方案设计 [J]. 岩土工程学报 , 2009, 315): 777 – 780.ZHOU Qi-cai, FENG Shuang-chang, LI Jun , et al . Frontal geological detection technique and implementation system in shield machine construction[J]. Chinese Journal of Geotechnical Engineering, 2009, 315): 777 – 780.in Chinese))
    [29]
    刘传孝 , 蒋金泉 , 杨永杰 . 断层特征参数地质雷达探测与识别的应用研究 [J]. 岩土 力 学 , 2004, 255): 832 – 838.LIU Chuan-xiao, JIANG Jin-quan, YANG Yong-jie. Research on application of ground penetrating radar to detecting and identifying parameters of faults[J]. Rock and Soil Mechanics, 2004, 255): 832 – 838.in Chinese))
    [30]
    COLE K S, COLE R H. Dispersion and absorption in dielectrics. II. Direct current characteristics[J]. J ournal of Chemical Physics , 1942, 10 : 98 – 105.
    [31]
    MIRONOV V L, KOSOLAPOVA L G, FOMIN S V. Physically and mineralogically based spectroscopic dielectric model for moist soils[J]. IEEE Transactions on Geoscience and Remote Sensing, 2009, 477): 2085 – 2085.
    [32]
    SONG Lei, ZHANG Xiao-jun, LI Hai-peng. Dielectric constants of deep frozen clay soils of Longgu mine0.1-1GHz) [J]. Procedia Earth and Planetary Science, 2009, 11): 519 – 523.
    [33]
    宋 雷 , 张小俊 , 李海鹏 . 上海冻结粉质黏土介电常数的实测研究及规律分析 [J]. 土木工程学报 , 2010, 448): 107 – 110.ZHANG Xiao-jun, SONG Lei, LI Hai-peng. Shanghai frozen silty clay’s dielectric constant measurement and analysis of law 0.1~1 GHz ） [J]. China Civil Engineering Journal, 2010, 448): 107 – 110.in Chinese))
    [34]
    崔广心 . 相似理论与模型试验 [M]. 徐州 : 中国矿业大学出版社 , 1990.CUI Guang-xin. Similarity sheory and model testing[M]. Xuzhou: China University of Mine and Technology Press, 1990.in Chinese))
    • Related Articles

  • Related Articles

    [1]Experimental study on vertical bearing mechanism of Jet Grouting Jacked Composite Piles[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240035
    [2]WANG Shuguang, WANG Haoyu, TANG Jianzhong, ZHAO Zhipeng, PENG Guijiao, WANG Xinhua. Experimental study on vertical tensile bearing mechanism of screw cast-in-place piles[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(10): 2156-2164. DOI: 10.11779/CJGE20220926
    [3]WANG Shu-guang, FENG Zhe, TANG Jian-zhong, ZHAO Zhi-peng. Experimental study on bearing mechanism of screw cast-in-place piles under vertical loads[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(2): 383-389. DOI: 10.11779/CJGE202102019
    [4]WAN Zhi-hui, DAI Guo-liang, WANG Lei, GONG Wei-ming, ZHU Ming-xing. Experimental study on bearing behaviors of post-grouting bored piles in cohesive soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 194-198. DOI: 10.11779/CJGE2018S2039
    [5]LIU Kai-fu, FANG Peng-fei, LIU Xue-mei, HU Yi, XIE Xin-yu. Experimental study on vertical bearing performance of base post-grouted cast-in-place plies in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1054-1057.
    [6]WANG Duoyin, LAN Chao, HE Guangchun, WANG Chengzhi. Researches on lateral support behavior of large diameter rock-socketed cast-in-place piles at river port by laboratory model test[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1307-1313.
    [7]HUANG Xuefeng, CHEN Zhenghan, HA Shuang, XUE Saiguang, SUN Shuxun. Research on bearing behaviors and negative friction force for filling piles in the site of collapsible loess with big thickness[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(3): 338-346.
    [8]WANG Xu, JIANG Daijun, ZHAO Xinyu, LIU Deren. Experimental study on bearing features of bored pile under non-refreezing condition in permafrost region[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1): 81-84.
    [9]FENG Shijin, KE Han, CHEN Yunmin, ZHENG Jianguo, RU Boxun. Experimental study on super-long bored pile in loess[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 110-114.
    [10]LIU Jinli, LIU Jinbo. Experimental study on dry-bored composite pile under groundwater[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 536-539.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1191) PDF downloads (518) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return