Ancient Landslide Treatment over Baoziliang Tunnel

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Ancient Landslide Treatment over Baoziliang Tunnel
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                        Nie LongxueNie Longxue

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Abstract:

During the ancient landslide treatment over Baoziliang Tunnel Mai grouting system including grouting anchor and grouting pump, related construction process and deep hole injection technique were used and good results were achieved.

Key words:ancient landslide,geologic hazzard,Mai system,grouting anchor,deep hole pressure injection,

Reference

[1]Nie Longxue.Ancient Landslide Treatment over Baoziliang Tunnel[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,1997(1):13-16.

[2]CHEN Yong-gui,ZHANG Ke-neng and WEI Zhong-chao.Several Problems with the Test of the Jet Grouted Vertical Sealing Diaphragm-wall Enclosure[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2002(1):12-14.

[3]DU Chang-chun,LUO Xi-hu,ZHOU Tao and DUAN Jun-pei.Application and Discussion of High Pressure Jet Grouting Reinforced Cement-soil Pile Anchor Support Technology in Soft-clay Deep Foundation Pit Encolsure[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2015,42(3):56-60.

[4]WEI An-yong,REN Yi-xin,SONG Hong-jun.RESEARCH AND APPLICATION OF NEW ANCHORING AND GROUTING TECHNIQUE IN DEEP FOUNDATION PIT REVETMENT[J].Geology and Prospecting,2000,36(6):87-89.

[5]HAN Xin-qiang,ZHAO Jian-ping and LIU Wen.Analysis on the Process of Fill Landslide Treatment in a Natural Gas Well Site and the Effect Evaluation[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2013,40(7):29-32.

[6]Sun Yuchao.Construction technique of deep shaft surface pre grouting of city cement muc[J].Hydrogeology and Engineering Geology,1999,26(2):53-56.

[7]Cao Xiaopin.Design and Construction of Deep Excavation Support in Shenzhen East Gate No.61 Compound[J].Geotechnical Engineering Technique,2014(1):10-13.

[8]GUO Shu-juan,XING Yun-hu,KANG Zhi-peng,ZHAO Qing-yan and WANG Zhen-fu.Application of High Air-pressure DTH Drilling in Mimed-out Area Treatment for Yangcheng-Manghe Expressway[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2017,44(11):89-92.

[9]Hong Shixing.Landslide cause analysis and engineering harnessing for Guanjiao Station Anshun[J].Hydrogeology and Engineering Geology,1998,25(1):19-22.

[10]ZHAN Meiqiang,GE Yonggang,JIA Lirong,YAN Hua.Study on Physical and Mechanical Characteristics and Stability Analysis of Ancient Landslide Deposit in East Tibet[J].Geoscience of Geosciences,2019,33(5):1118-1127.

[11]Tang Lifang,Wang Yun.Possibility Analysis of Ancient Landslide Formation and Reactivation in Panlong Coalmine,Shuicheng, Guizhou[J].Coal Geology of China,2014(4):46-50.

[12]YU Guihong,Li Hongchao.Landslide′s control with minipiles in the course of anchor construction[J].The Chinese Journal of Geological Hazard and Control,2001,12(2):67-69.

[13]WANG Xue-qin and ZHANG Min-qing.Research and Application of Radial Slip Casting Technology in High Pressure Water Bearing Zone Within Yuanliangshan Tunnel[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2004,31(1):57-62.

[14]CHEN Chun-li,HE Kai,LI Tong-lu.Research on the Mechanism of the Ancient Landslide Resurrection Triggered by Slope Toe Excavation[J].Northwestern Geology,2014(1):255-260.

[15]Si Shengli.Application of Stressed Anchorage Technology in Kunming-Hekou Railway No.402 Landslide Governing Engineering[J].Coal Geology of China,2010(7):48-51.

[16]LI Xue,GUO Changbao,YANG Zhihua,LIAO Wei,WU Ruian,JIN Jijun,HE Yuanxiao.Development Characteristics and Formation Mechanism of the Xiongba Giant Ancient Landslide in the Jinshajiang Tectonic Zone[J].Geoscience of Geosciences,2021,35(1):47-55.

[17]王华俊,徐洪科,董理金.APPLICATION OF GROUTED STEEL FLORAL TUBE IN PREVENTING DISEASES OF SLOP RETAINING WALL IN HIGHWAY[J].Journal of Geological Hazards and Environment Preservation,2016(3):92-95.

[18]GUO Hui.Application of Micro Combined Anti-slide Pile for Highway Landslide Control in Qinghai[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2014,41(5):46-49.

[19]Gu Xurui.Application of a New Steel Pipe and Anchor CombinationSystem in Tunnel Landslide Reinforcement[J].Geotechnical Engineering Technique,2021(2):93-98.

[20]于贵,朱宝龙,索玉文.孔道弯曲条件下拉力型锚索锚固段受力特征模型试验研究[J].Journal of Engineering Geology,2017,25(3):740-746.

Cited by

[1]张方,任鹏,刘继滨.滑坡隧道加固新技术研究综述[J].Sichuan Architectural,2012,32(6):98-101.

[2]LI Shike.Research summary on new-style strengthening technology of tunnel in landslide section[J].Building Science Research of Sichuan,2011,37(6):113-116,138.

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Published: January 25,1997

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