Study on Site Measurement of Freezing Soft Aquifer in Cretaceous Strata

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Abstract:

Artificial ground freezing is a time-varying dynamic and complex process. Traits of the frozen soil wall are influenced by the refrigeration system operating conditions, geological conditions, boundary cooling, construction conditions and many other factors. Nature of the frozen soil and the structural state of the frozen soil wall is a function of temperature, yet the temperature field of the frozen soil wall is changing with time. Further, it has a bad influence on the buildings nearby when Frost-heaving and Thawing-settlement happened during freezing process. it will be necessary to comprehend their real-time settlement and deformation as well as to keep sure the frozen soil wall and the buildings nearby are on regular service. The Lindong mine wellbore is located in the Cretaceous Stratum. A information technology of freezing construction method is used to ensure the safe and efficient construction of the wellbore. It made a great contribution to the lingdong mine yielding and other similar projects.

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Periodical:

Advanced Materials Research (Volumes 774-776)

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771-774

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zhongyan Shen, Wanwei Peng, Yongzhi Liu. Preliminary Research on Axial Splitting Method for Determining Tensile Strength of Frozen Soil[J]. JOURNAL OF GLACIOLGY AND GEOCRYOLOGY, 1995, Vol. 17,No. 1:33~39.

Google Scholar

[2] Qinyong Ma. Tensile Strength, Uniaxial Compressive Strength Test on Artificially Frozen Soils[J]. ROCK AND SOIL MECHANICS, 1996,Vol. 17,No. 3:76~81.

Google Scholar

[3] Chunlei Wang, Qiang Xie, Congxi Jiang. Experimental Study on Salt Permafrost Unconfined Compressive Strength[J]. Subgrade Engineering, 2005,No. 5:58~60.

Google Scholar

[4] Dongwei Li, Renhe Wang. Frozen Soil Ant-shear Strength Characterand Testing Study[J]. Journal of Anhui University of Science and Technology(Natural Science), 2004,Vol. 24,Supplement:52~55.

Google Scholar

[5] Yiqun Tang, Feng Shen, Xi Zhang. Experimental Study of Instantaneous Uniaxial Compressive Strength of Artificially Frozen Soils in Soft Soil Area[J]. Journal of Engineering Geology, 2006,Vol. 14,No. 03:376~379.

Google Scholar