[1] |
LIU Jun, HAN Xu, JIN Xin.
Mechanism of Shield Cutting GFRP Reinforced Concrete Pile Based on Particle Flow Principle
[J]. Tunnel Construction, 2019, 39(S1): 32-37.
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[2] |
LYU Bo, DUAN Gaoxiang.
Rapid Receiving Technology for Shield in Shaft without Lining Structure
[J]. Tunnel Construction, 2019, 39(10): 1690-1696.
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[3] |
LIN Hui, WU Wenbiao, WANG Chuang, FENG Kun, TAN Rongshan, DAI Zhicheng.
Study of Soil Chamber Grouting Technology for EPB Shield in Waterrich Weathered Rock with Large Depth
[J]. Tunnel Construction, 2018, 38(S2): 268-277.
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[4] |
BO Xingwei, ZENG Bocun, WAN Feiming, DU Peng, QUAN Ziyang, WANG Lintao.
Study of Construction Technology of Separate Launching of Shield under Narrow and Small Space
[J]. Tunnel Construction, 2018, 38(S2): 292-297.
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[5] |
CHEN Song.
Combined Application of Rodin Jet Pile Method and Freezing Method to Shield Receiving End Soil
[J]. Tunnel Construction, 2018, 38(6): 1037-1043.
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[6] |
DIAO Pengcheng, YANG Ping.
Application and Measurement of Secondary Consolidation by Liquid Nitrogen Freezing to Small Shield Receiving in Waterrich and Softweak Strata
[J]. Tunnel Construction, 2018, 38(6): 1044-1051.
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[7] |
WANG Haibo, WANG Shuying, HU Qinxin, LIU Pengfei.
Study of Influencing Factors of Permeability of SandFoamMixture for Shield Tunneling
[J]. Tunnel Construction, 2018, 38(5): 833-838.
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[8] |
YANG Zhao, SUN Guohua, YANG Qing.
Key Technologies for Receiving of Superlarge Diameter Slurry Shield
[J]. Tunnel Construction, 2017, 37(S1): 116-120.
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[9] |
PENG Lei, HE Wenmin, CHANG Yawen, ZHANG Jihong, WANG Chuang, ZHAO Po.
Experimental Study of Soil Modifying by Foam of Earth Pressure Balance Shield in Sandy Gravel Strata
[J]. Tunnel Construction, 2017, 37(5): 571-577.
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[10] |
XIAO Heng, HU Rong, LIANG Xinquan, JIANG Lingxiang, YANG Shipeng.
Steel Sleeve Receiving Technology for EPB Shield Boring in Waterrich Sandycobble Strata
[J]. Tunnel Construction, 2017, 37(1): 93-96.
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[11] |
LI Hai, ZHU Changsong, ZHAO Dapeng.
Jam Releasing Technologies for Earth Pressure Balance Shield in Shield Receiving Shaft
[J]. Tunnel Construction, 2016, 36(7): 872-876.
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[12] |
LI Hai, ZHU Changsong.
Analysis of Shield Dismantling Method under Conditions of Closed Receiving Shaft
[J]. Tunnel Construction, 2016, 36(5): 619-626.
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[13] |
LIU Jun, XUN Guifu, WANG Fang, JIN Xin.
Study on Numerical Simulation of Thrusting Force of Shield Launching and Receiving: A Case Study on Glassfiber Reinforced Plastic (GFRP) Pile Cut Directly by Shield Machine Used in Line No. 15 of Beijing Metro
[J]. Tunnel Construction, 2016, 36(3): 264-269.
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[14] |
ZUO Cuifeng, TANG Degao, RONG Xiaoli, LIAO Bin.
State Recognition of Cutter Wear Based on Frictional Torque Parameters of Cutterhead
[J]. Tunnel Construction, 2016, 36(3): 344-348.
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[15] |
SUN Guoqing.
Consolidation Technology for Shield Receiving Section of Metro Tunnels Closely Underneath Existing Metro Line
[J]. Tunnel Construction, 2015, 35(10): 1048-1052.
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