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《Technology of Highway and Transport》 2008-01
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Comprehensive Treatment for Caotian Mountian Landslide in Yongtaiwen Expressway Cangnan Section and Effect Analysis

ZHOU Qi1,WANG Wei1,ZHOU Yiqin2  
A comprehensive treatment has been made for Caotian Mountain landslide in Yongtaiwen(Ningbo-Taizhou-Wenzhou) Expressway Cangnan Section(K79+310~K79+550) by means of anti-slide piles+pre-stress anchor cables,pre-stress anchor cables,reinforcement concrete grate girders for supporting and retaining combining with some project measures such as load reduction,drainage and counter pressure,etc.,and complete observation data have been obtained via on-site monitoring.These fulfill the functions of instructing the landslide treatment,effectively guaranteeing safety during project construction and operation,and achieving the anticipative effect.
【CateGory Index】: U418.55
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Chinese Journal Full-text Database 3 Hits
1 XU Xiang-tao~(1,2),YAN Li-juan~1,WANG Jia-lin~(1,2)(1.College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu610059, China;2.National Laboratory of Geological Hazard Prevention & Geological Environment Protection,Chengdu610059, China);ANALYSIS FOR LOSS OF PRESTRESSING ANCHORS ABOUT INTAKE SLOPELOCATED AT DIVERSION CAVE OF ZIPINGPU HYDRO-JUNCTION PROJECT[J];Journal of Geological Hazards and Environment Preservation;2005-02
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8 Yang Songlin, Xu Weiya, Liu Zude(Geotechuical Institute, Hohai University, Nanjing 210098 China) (School of Soil and Architectural Engineering, Wuhan University, Wuhan 430072 China);EXPERIMENTAL DATA INTERPRETATION AND PROBABILITY ANALYSIS OF PULLED ROCK BOLTS[J];Chinese Journal of Rock Mechanics and Engineering;2003-01
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10 Zhu Hanya1,Sun Hongyue1,Wang Huibang2,Lu Ximing3,Shang Yuequan1 (1Department of Civil Engineering,Zhejiang University, Hangzhou 310027 China) (2Highway Bureau,Zhejiang Province, Hangzhou 310009 China) (3Jinhuan Highway Bureau,Zhejiang Province, Hangzhou 321000 China);ANALYSIS ON PRESTRESS STATE OF CABLE APPLIED TO ROCK SLOPE REINFORCEMENT[J];Chinese Journal of Rock Mechanics and Engineering;2004-16
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