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Volume 38 Issue 1
Dec.  2014
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Article Contents
Zhao Dong, Mao Xiaofei, Chen Ping. RESEARCH ON REINFORCEMENT OF EARTHEN ARCHITECTURE SITE WITH GEO-FILAMENT ANCHOR[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 114-116. doi: 10.13204/j.gyjz200801029
Citation: Zhao Dong, Mao Xiaofei, Chen Ping. RESEARCH ON REINFORCEMENT OF EARTHEN ARCHITECTURE SITE WITH GEO-FILAMENT ANCHOR[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 114-116. doi: 10.13204/j.gyjz200801029

RESEARCH ON REINFORCEMENT OF EARTHEN ARCHITECTURE SITE WITH GEO-FILAMENT ANCHOR

doi: 10.13204/j.gyjz200801029
  • Received Date: 2007-07-20
  • Publish Date: 2008-01-20
  • The earthen architecture site is a rare cultural heritage which is destroyed seriously. The protections of the earthen architecture site include two aspects which are chemistry and physics protection at present. Compared with chemical protection, the structure stability is more important. Combined the protected project of Gaochang Soil Ruins in Xinjiang, the new type anchor of geo-filament anchor is used, whose construction technology is introduced; in addition, the numerical comparative tests in typical soil medium were implemented and compared the bearing capacity of anchor from the different affections. According the test results, the surface state affects the anchor force obviously; the length of archor is feasible from 018~115m. Geo-filament archor is proved to be an excellent material which is used in the walls reinforcement of earthen architecture sites, and it has many typical characters which are advanced technology, novel techniques and convenient construction. Because of that, the new research will play an important part in guiding us to protect the earthen architecture sites.
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  • 熊厚金. 国际岩土锚固与灌浆新进展. 北京: 中国建筑工业出版社, 1996
    [2] Tang C A, YangW T. A New Approach t o Numerical Method of Modeling Geological Processes and Rock Engineering Problems-Cont inuum to Discont inuum and Linearity to Nonlinearity. Engineering Geology, 1998,49: 208~215
    [3] 朱焕春, 荣 冠, 肖 明, 等. 张拉荷载下全长粘结锚杆工作机理试验研究. 岩石力学与工程学报, 2002, 21(3) : 379-384
    [4] Herbst T F. Removable Ground Anchors-Answer for Urban ExcavationsPP Proc. Ground Anchorages and Anchored St ructures. London: Thomas Telford, 1997
    [5] Tang C A, YangW T. A New Approach t o Numerical Method of Modeling Geological Processes and Rock Engineering Problems-Cont inuum to Discont inuous and Linearit y to Nonlinearity. Engineering Geology, 1998,49: 208-215
    [6] 刘祖典. 黄土力学与工程. 西安: 陕西科学技术出版社, 1997
    [7] Pinnaduwa H S W, Kulatilake. Stat e of the Art in St ochast ic Joint Geometry Modeling. Key Question in Rock MechanicsPPPreceedings of the 29th U. S. Symposium, 1988: 215-229
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