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Experimental study on slurry-induced fracturing during shield tunneling
Teng WANG, Dajun YUAN, Dalong JIN, Xinggao LI
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 2, Pages 333-345 doi: 10.1007/s11709-021-0718-8
Keywords: slurry shield tunneling hydraulic fracturing test fracturing pressure fracture dip unconfined compressivestrength slurry viscosity
Clogging of slurry-shield tunnel-boring machine drives in sedimentary soft rock: A case study
Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0984-8
Keywords: slurry-shield TBM geological investigation clogging argillaceous siltstone TBM performance mitigation
Research on large slurry shield excavation parameter control under complex conditions
Wang Baiquan,Ren Yong,Jin Zhongxiang,Gu Yanqi
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 65-69
Keywords: slurry shield excavation parameter synchronized grouting slurry cycling shield posture
Frontiers of Structural and Civil Engineering Pages 1387-1399 doi: 10.1007/s11709-023-0005-y
Keywords: EPB shield bubble–slurry soil conditioning stability permeability
Deng Hengyi,Xu Xueying,Chen Mingjuan
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 79-82
Aiming to the slurry shield construction of underground diameter projectfrom Beijing railway station to Beijing railway west station, the optimum slurry ratio in the conditionwas proposed through the proportional tests, which improved the forming quality and velocity of the slurry
Keywords: slurry shield sandy gravel stratum proportion of slurry
Synchronous grouting of large diameter slurry shield in water-rich sandy gravel stratum
Zhang Changqiang,Zhai Zhiguo,Chen Mingjuan,Jin Zhongxiang
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 75-78
Keywords: sandy gravel stratum slurry shield synchronous grouting construction technology
He Feng,Li Xiaogang,Sun Shanhui
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 35-40
Based on the underground diameter line engineering experience from Beijing railway station to Beijing railway west station, through the application contrast of various cutter tool configurations under sandy gravel, a detailed comparative analysis of cutter tool adaptability was done focusing before and after transformation. The key issues were proposed about cutter tool configuration under sandy gravel, which can be reference to similar projects.
Keywords: diameter line slurry shield cutter tool adaptability
System management and typical fault analysis of large diameter slurry shield
Li Xiaogang,Li Shengli,Niu Xuechen
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 51-55
Based on the typical fault analysis of large diameter slurry shield ofcorresponding treatment and preventive measures were proposed, these faults including cutter stuck, shieldMeanwhile, the shield was maintained in advance with predictability through the oil sample analysis,scientific equipment management methods like factory management were introduced, making the intact rate of shield
Keywords: shield fault diagnose management technology
Zhao Baohua,Hu Xibo,Zhang Bing,Li Wenjun
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 94-97
Beijing underground diameter project is located in the water-rich sandy gravel formation, which is through many structures .Through the analysis of actual monitoring results,the law of tunneling parameters to surface subsidence and deformation law of important buildings around were summarized. Deformation control was successful compared with similar projects.
Keywords: water-rich sandy gravel large diameter slurry shield settlement law
Wang Ying
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 108-112
Taking the underground diameter shield construction of Beijing railway
Keywords: shield construction process parameter cost analysis
Cheng Mingliang,He Feng,Lv Chuantian
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 46-50
Keywords: slurry shield sandy gravel stratum water-rich layer tools repair with high pressure welding
Shield launching technology in the project of Beijing railway underground diameter project
Lv Chuantian,Zhai Zhiguo,Su Qinggui
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 59-64
Based on the introduction of building launching shaft and the shield launching of Beijing Rail Transitwhich constructed with a slurry shield machine by Ø12.04 m, some key technologies of shield launching
Keywords: urban water-rich sandy gravel big diameter slurry shield launching
Meng Haifeng,Su Qinggui,Zhai Zhiguo
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 70-74
Keywords: shield inside with high pressure keep pressure grouting
Rolf Zumsteg, Lars Langmaack
Engineering 2017, Volume 3, Issue 6, Pages 863-870 doi: 10.1016/j.eng.2017.11.006
Keywords: Soil conditioning Earth pressure balanced shield Slurry shield Mechanized tunneling
Frontiers of Mechanical Engineering 2022, Volume 17, Issue 2, doi: 10.1007/s11465-022-0676-4
Keywords: additional position change deviation correction trajectory earth pressure balance shield mechanical
Title Author Date Type Operation
Experimental study on slurry-induced fracturing during shield tunneling
Teng WANG, Dajun YUAN, Dalong JIN, Xinggao LI
Journal Article
Clogging of slurry-shield tunnel-boring machine drives in sedimentary soft rock: A case study
Journal Article
Research on large slurry shield excavation parameter control under complex conditions
Wang Baiquan,Ren Yong,Jin Zhongxiang,Gu Yanqi
Journal Article
Experimental study on the stratum applicability and mechanisms of bubble–slurry for earth pressure balance
Journal Article
Research and application of construction slurry of shield tunnel under water-rich sandy gravel stratum
Deng Hengyi,Xu Xueying,Chen Mingjuan
Journal Article
Synchronous grouting of large diameter slurry shield in water-rich sandy gravel stratum
Zhang Changqiang,Zhai Zhiguo,Chen Mingjuan,Jin Zhongxiang
Journal Article
The adaptability analysis of cutter tool to slurry shield of Beijing railway underground diameter line
He Feng,Li Xiaogang,Sun Shanhui
Journal Article
System management and typical fault analysis of large diameter slurry shield
Li Xiaogang,Li Shengli,Niu Xuechen
Journal Article
Study on ground settlement of large diameter slurry shield construction in water-rich sandy gravel stratum
Zhao Baohua,Hu Xibo,Zhang Bing,Li Wenjun
Journal Article
The economic impact analysis of process parameters change of large section slurry shield in urban water-rich
Wang Ying
Journal Article
Tools repairing and welding techniques with high pressure of slurry shield under deep water-rich sandy
Cheng Mingliang,He Feng,Lv Chuantian
Journal Article
Shield launching technology in the project of Beijing railway underground diameter project
Lv Chuantian,Zhai Zhiguo,Su Qinggui
Journal Article
Technology of strengthening soil and keeping pressure of large diameter slurry shield inside with high
Meng Haifeng,Su Qinggui,Zhai Zhiguo
Journal Article
Mechanized Tunneling in Soft Soils: Choice of Excavation Mode and Application of Soil-Conditioning Additives in Glacial Deposits
Rolf Zumsteg, Lars Langmaack
Journal Article