Temporal-Spatial Characteristics of Ground and Pile Responses to Twin Shield Tunneling in Clays

Temporal-Spatial Characteristics of Ground and Pile Responses to Twin Shield Tunneling in Clays

This paper investigates the temporal-spatial characteristics of ground displacements as well as vertical and horizontal displacements and axial forces in existing piles induced by twin shield tunneling in clays. To that end, a case study and three-dimensional (3D) finite element (FE) analysis were p...

Full description

Saved in:

Bibliographic Details
Main Authors:	Minghong Sheng, Jinjin Gao, Panpan Guo, Rihong Cao, Yixian Wang
Format:	Article
Language:	English
Published:	Wiley 2021-01-01
Series:	Geofluids
Online Access:	http://dx.doi.org/10.1155/2021/2373456
Tags:	Add Tag No Tags, Be the first to tag this record!

Similar Items

Ground Deformation Characteristics Induced by Mechanized Shield Twin Tunnelling along Curved Alignments
by: Dangzhong Wu, et al.
Published: (2021-01-01)

Effects of Different Construction Sequences on Ground Surface Settlement and Displacement of Single Long Pile due to Twin Paralleled Shield Tunneling
by: Kan Huang, et al.
Published: (2021-01-01)

Visualization of Multivariate Time-Series Characteristics of Ground Loss Caused by Shield Tunneling
by: Zhu Wen, et al.
Published: (2021-01-01)

Model Test and Back Analysis of Shield Tunnel Load Distribution in Soft Clay
by: Haoshuang Niu, et al.
Published: (2021-01-01)

Deformation Characteristics of Existing Twin Tunnels Induced by Double Shield Undercrossing with Prereinforcement: A Case Study in Hangzhou
by: Xinjiang Wei, et al.
Published: (2021-01-01)

Measured Analysis on Surface Deformation and Influence of Cutter Torque for Twin Shield Tunnelling in Silty Sand
by: Yuqing Dong, et al.
Published: (2022-01-01)

Simplified Analytical Method for Predicting the Lateral Ground Displacements due to Shield Tunnelling
by: Lianwei Sun, et al.
Published: (2021-01-01)

Analysis of Shear Stagger Deformation of Existing Shield Tunnel below Induced by Quasirectangular Shield Tunneling
by: Kun Zhang, et al.
Published: (2023-01-01)

Study on the Adaptability of Shield Tunnel Segments Orthogonal Crossing Grade III Loess Ground Fissure Section
by: Tao Yin, et al.
Published: (2022-01-01)

Numerical Analysis Study on the Influence of Shield Cutting Pile on the Settlement of Pile–Soil Composite Foundation
by: Ming-ming Cao, et al.
Published: (2024-01-01)

Predictive Model for Deformation of Adjacent Pipelines Caused by Tunnel Boring in Twin-Lane Tunnels in Soft Ground Layers
by: Kezhong Wang, et al.
Published: (2025-01-01)

The Ground Settlement and the Existing Pipeline Response Induced by the Nonsynchronous Construction of a Twin-Tunnel
by: Shicheng Sun, et al.
Published: (2021-01-01)

Three-Dimensional Nonlinear Seismic Response of Shield Tunnel Spatial End Structure
by: Yijing Lu, et al.
Published: (2021-01-01)

Study on the Generalized Displacement Boundary and Its Analytical Prediction for Ground Movements Induced by Shield Tunneling
by: Qianlong Tang, et al.
Published: (2021-01-01)

Modification of Peck Formula to Predict Ground Surface Settlement of Twin Tunnels in Low Permeability Soil
by: Xiaowu Tang, et al.
Published: (2021-01-01)

Shield Cutting Pile-Group Implementation Effects on the Superstructure
by: Chi Zhang, et al.
Published: (2022-01-01)

Mechanical Response and Control Measures of Pile Foundations under Close-Range Shield Tunneling in Water-Rich Sandy Pebble Strata
by: Yanpeng Du, et al.
Published: (2024-01-01)

Differential Analysis and Prediction Optimization of Ground Surface Settlement Induced by Quasi-Rectangular Shield and Pipe Jacking Tunnelling
by: Xue Liu, et al.
Published: (2022-01-01)

Ground Displacements due to the Deformations of Shallow Tunnels with Arbitrary Cross Sections in Soft Ground
by: Qiongfang Zhang, et al.
Published: (2021-01-01)

Influence of Seismic Loading on Segment Opening of a Shield Tunnel
by: Yang Chun-shan, et al.
Published: (2014-01-01)

Influence and the Control of Shield Tunneling on Ancient Tower Vibration
by: Xu Liang, et al.
Published: (2024-01-01)

Temporal and Spatial Effect of Surrounding Rock and Supporting Construction of a Large Soil Tunnel
by: Wanjun Ye, et al.
Published: (2021-01-01)

Corrigendum to “Analytical Method for Evaluating the Ground Surface Settlement Caused by Tail Void Grouting Pressure in Shield Tunnel Construction”
by: Changsheng Wu, et al.
Published: (2019-01-01)

Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response
by: Bingxiang Yuan, et al.
Published: (2014-01-01)

Factor’s Influence Analysis of Frost Heave during the Twin-Tunnel Construction Using Artificial Horizontal Ground Freezing Method
by: Rong-bao Hong, et al.
Published: (2020-01-01)

Optimized Adaptive Neuro-Fuzzy Inference System Using Metaheuristic Algorithms: Application of Shield Tunnelling Ground Surface Settlement Prediction
by: Xinni Liu, et al.
Published: (2021-01-01)

Multiple Disturbances of Existing Tunnels Caused by Deep Excavation and New Shield Tunnel
by: Haoran Li, et al.
Published: (2023-01-01)

Research on Shield Tunnelling Parameters Correlation in Composite Strata
by: Ziqi Guo, et al.
Published: (2022-01-01)

Shield Tunneling Parameter Matching Model and UI Interface
by: Gongyu Hou, et al.
Published: (2020-01-01)

Study on Seismic Response Characteristics of Shield Tunnel in Soil-Rock Combination Stratum
by: Guang-Biao Shao, et al.
Published: (2022-01-01)

Effect of Sand and Sand-Lime Piles on the Behavior of Expansive Clay Soil
by: Mohamed Hussein
Published: (2021-01-01)

Deformation and Reinforcement of the Existing Tunnel Affected by New Shield Tunnel Construction with Small Clearance
by: Junchao Zhang, et al.
Published: (2025-01-01)

Full-Scale Laboratory Test of Cutting Large-Diameter Piles Directly by Shield Cutterhead
by: Yuqing Wang, et al.
Published: (2022-01-01)

An Investigation of Effects and Safety of Pipelines due to Twin Tunneling
by: Shao Yu, et al.
Published: (2021-01-01)

Structural Monitoring of Metro Infrastructure during Shield Tunneling Construction
by: L. Ran, et al.
Published: (2014-01-01)

Influence of Utility Tunnel on the Lower Part of the Existing Double-Track Shield Tunnel in Loess Soil
by: Min Yang, et al.
Published: (2021-01-01)

Risk Assessment of an Existing Metro Tunnel in Close Proximity to New Shield Tunnels following Construction
by: Yong Xu, et al.
Published: (2022-01-01)

Study of the Construction Sequence of Overlapping Tunnels by the Shield Tunneling Method: A Case Study of the Longest Overlapping Tunnel in China
by: Zhiyong Yang, et al.
Published: (2020-01-01)

Prediction of Response of Existing Building Piles to Adjacent Deep Excavation in Soft Clay
by: Yao-Ying Liang, et al.
Published: (2019-01-01)

Low carbon effects of super large diameter shield directly cutting piles project: A case study in China
by: Yifan Chen, et al.
Published: (2025-07-01)