| [1] |
LEI Mingfeng, LI Changwan, YANG Pengliang, JIA Chaojun, LI Chuitian.
Impact Zoning of Construction Disturbance on Nearby Existing Damaged BuildingsInduced by Foundation Pit of a Metro Station Based on Extended Finite Element Method and Response Surface Method
[J]. Tunnel Construction, 2026, 46(1): 69-79.
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| [2] |
ZHANG Zhiguo, WAN Qimeng, LI Junjie, NI Yin, JIA Haoran, WEI Jian.
Impact of Deep Foundation Pit Excavation on Existing Metro Stations in Rheological Soft Strata and Reinforcement Effects: A Case Study of Shanghai Jinqiao Metro Over-Track Project
[J]. Tunnel Construction, 2025, 45(S2): 97-106.
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| [3] |
LIU Xiaogang, SONG Yi, GUO Yanhai, YAO Xilei.
Design of Common Structure Section Between Jinan-Binzhou High-Speed Railway Tunnel and Airport
[J]. Tunnel Construction, 2025, 45(S2): 280-288.
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| [4] |
WANG Gaoke, CHEN Jianwei, ZHOU Ronghui.
Design Optimization of Support Structures for Small-Sized Working Shaft Foundation Pits in Deep Soft Soil Regions
[J]. Tunnel Construction, 2025, 45(S2): 313-325.
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| [5] |
LIN Huasheng, TANG Xinwei, NIE Ding, HUANG Wenmin, SONG Danqing.
Prediction of Deep and Large Shaft Deformation Based
on Multi-Output Machine Learning Model
[J]. Tunnel Construction, 2025, 45(S1): 113-124.
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| [6] |
XU Youjun, JIN Chenyu, ZHANG Chao, WANG Nan.
Optimization of Counteracting Soil of Parameters a Deep Foundation Pit Close to an Existing Station in Hohhot, China
[J]. Tunnel Construction, 2025, 45(9): 1728-1741.
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| [7] |
DENG Wenwu, HUANG Dawei, SONG Yi, ZHANG Zhiwei.
Differential Solution for
Longitudinal Deformation of Existing
Shield Tunnel Induced by Upper Excavation of a
Foundation Pit Considering Cross-Sectional Ovalization
[J]. Tunnel Construction, 2025, 45(6): 1120-1130.
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| [8] |
FANG Xin, LIU Shannan, PENG Xiajun.
Strata Deformation Caused by Construction of Prefabricated Suspended Sinking Shafts in Soft Soil Areas: A Case Study of a Working Shaft of a Connecting Pipe
in Shanghai, China
[J]. Tunnel Construction, 2025, 45(3): 567-578.
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| [9] |
RUAN Hengfeng, LIANG Rongzhu, KANG Cheng, LI Zhongchao, CAO Shi′an, DING Zhi.
Elaborate Numerical
Modeling of Metro Shield Tunnel Structure Deformation
Induced by Lateral Foundation Pit Excavation
[J]. Tunnel Construction, 2024, 44(S2): 245-255.
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| [10] |
YU Weihe, HUANG Zhiqiang, WANG Naiyi, ZHANG Ning.
Application of Improved Pelican Optimization Algorithm-Convolutional Neural Networks-Bidirectional Gated Recurrent Unit Model in Predicting Foundation Pit Dewatering
[J]. Tunnel Construction, 2024, 44(S2): 286-299.
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| [11] |
YANG Ping, MAO Yixiang, YAO Mengwei.
Numerical Simulation of Influence of Liquid Nitrogen
Freezing Temperature Field and Parameters When Replacing
Shield Tail Brush
[J]. Tunnel Construction, 2024, 44(1): 69-77.
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| [12] |
HONG Zequn, FU Shuoren, SHI Rongjian, ZHANG Yong, LU Lu, SUN Meng, QIU Peiyun.
Analytical Study of SteadyState
Temperature Field of Local -Freezing and Water Sealing
in Foundation Pit Engineering
[J]. Tunnel Construction, 2024, 44(1): 116-125.
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| [13] |
ZHANG Chenming, YANG Li, ZHANG Wenting, ZHANG Xixun, SHI Dan, LI Runnan.
Structural Design of Reconstructing Metro Entrance and
Exit to Sunken Squares
[J]. Tunnel Construction, 2023, 43(S2): 378-386.
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| [14] |
LI Pengfei, LU Qianqian, GE Chenhe, LIU Teng, WANG Shuo, GUO Yanqi.
Analysis of AntiContinuity Failure of DoubleRing Beam Support Structure in Asymmetric Foundation Pit Based on
Redundancy Degree
[J]. Tunnel Construction, 2023, 43(S1): 109-120.
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| [15] |
LI Pengfei, LI Ze, GE Chenhe, GUO Fei.
Deformation Characteristics and Redundancy Analysis of
Deep Foundation Pit Excavation in Metro Station Using
Covering TopDown Method in Sandy Stratum
[J]. Tunnel Construction, 2023, 43(S1): 98-108.
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