Excavation of Artificial Stock Ground and Its Safety Measures

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Excavation of Artificial Stock Ground and Its Safety Measures
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Key words:人工料场;开挖;控制爆破;施工组织;安全防护

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[1]PU Wen-ming,SONG Jie.Excavation of Artificial Stock Ground and Its Safety Measures[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2005,32(10):57-59.

[2]彭贵,张金龙,刘政治.Case Study on Deep Pit Excavation and Its Safety Monitoring[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(2):30-32,35.

[3]JIA Sanman,LIU Mingkun,TIAN Fang,ZHAO Shousheng.The Classification of Ground Fissures and their Prevention Measures in Beijing Area[J].City Geology,2011,6(2):4-7,24.

[4]Fan Jiadong,Zhang Linggang.Impactions of Groundwater on Excavation and Preventive Measures[J].Geotechnical Engineering Technique,2009,23(3):135-138.

[5]YANG Chun-sheng,LI Ming-liang,XU Jian-ting.Ground Subsidence Forecast and Prevention Measures[J].Groundwater,2007,29(6):75-77.

[6]Deng Hongliang,Wang Zhengnian and Liao Dan.Ground Fissure Characters and Harnessing Measures in Bofang Coalmine,Shanxi[J].Coal Geology of China,2008(11):38-40.

[7]CHENG Zhi-yan,DENG Ling,ZHOU Jian-hua.Site Survey of Artificial Ground Freezing in Tunneling Engineering in Shanghai[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2007,34(8):67-69,72.

[8]XI Xin-hai,YAO Qing and WANG Xi-jun.Ground Subsidence Monitoring in Zhengzhou Section of Beijing-Guangzhou Railway and Protection Measures[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2014,41(11):60-62.

[9]M. M. Murphy.Shale Failure Mechanics and Intervention Measures in Underground Coal Mines: Results From 50 Years of Ground Control Safety Research[J].Rock Mechanics and Rock Engineering,2016,49(2):661-671.

[10]Zhang Bei.Ground Settlement Control Measures in Shallow Depth Excavation[J].Geotechnical Engineering Technique,2007,21(5):265-268.

[11]Huy Tran Manh,Jean Sulem,Didier Subrin,Daniel Billaux.Anisotropic Time-Dependent Modeling of Tunnel Excavation in Squeezing Ground[J].Rock Mechanics and Rock Engineering,2015,48(6):2301-2317.

[12]DONG Jian-hui,QIAN Jiang-peng,WEI Liang-shuai,TANG ran.Study of Ground Stress Release Rate in Tunnel Excavation of the Longpu Tunnel in Anhui[J].Acta Geologica Sichuan,2012,32(3):328-332,350.

[13]HAO Feng,LIU Xiu-qin and ZHANG Min.Application of Horizontal Tension Anchor Pile on Ground in Excavation Engineering[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2010,37(1):45-48.

[14]JI Dao-Xin,YANG Tao,AN Li-Ming,LUO Xue-Gui.Characteristics and Control Measures of Ground Subsidence in the Qianyouzi village[J].Groundwater,2009,31(3):120-123.

[15]李文彪,刘冬梅,胡世丽.Application of Artificial Neural Network in Back-analyzing the Soil Parameter of Deep Excavation[J].Geotechnical Engineering Technique,2001(4):187-189,211.

[16]Xu Yingzi,Gao Wei,Song Fengchao.The Influence of the Building on Ground Settlement Caused by Excavation of Shallow Tunnel[J].Geotechnical Engineering Technique,2011,25(4):195-198.

[17]胡强,刘宁,李锦辉.Over-deformation Method and Its Application in Deep Excavation[J].Geotechnical Engineering Technique,2003(3):167-170.

[18]Kang Yinchang,Zhao Gaoze,Li Xinhua.Measures Against Ground Water Pollution of Karsts of Liuling Well[J].Groundwater,2003,25(1):21-23.

[19]G. Preisig,A. Dematteis,R. Torri,N. Monin,E. Milnes,P. Perrochet.Modelling Discharge Rates and Ground Settlement Induced by Tunnel Excavation[J].Rock Mechanics and Rock Engineering,2014,47(3):869-884.

[20]陆云涌,高博,马涛.Discussion on the Ground Subsidence Caused by Precipitation during Subway Excavation Construction[J].City Geology,2015(Z2):12-16.

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Received:September 07,2005
Revised:September 07,2005
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