Analytical Predictions on the Ground Responses Induced by Shallow Tunneling Adjacent to a Pile Group
Prevalent buildings are supported by pile foundations in urban areas, and the importance of nearby excavation prediction is indisputable due to various engineering accidents caused by the density of urban buildings and the complexity of the underground environment. Recently, a case of tunneling adja...
Main Authors: | Caixia Guo, Yingying Tao, Fanchao Kong, Leilei Shi, Dechun Lu, Xiuli Du |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-03-01
|
Series: | Mathematics |
Subjects: | |
Online Access: | https://www.mdpi.com/2227-7390/11/7/1608 |
Similar Items
-
Numerical Study on the Reinforcement Measures of Tunneling on Adjacent Piles
by: Hongsheng Qiu, et al.
Published: (2022-01-01) -
Analytical Solution of Ground Stress Induced by Shallow Tunneling with Arbitrary Distributed Loads on Ground Surface
by: Zejun Li, et al.
Published: (2019-06-01) -
Effect of Shield-Tunnel Construction on the Horizontal Response of Adjacent Piles in a Silty Layer
by: Shuai Zhang, et al.
Published: (2023-09-01) -
A Prediction Model for the Potential Plastic Zone Induced by Tunnel Excavation Adjacent to a Pile Foundation in a Gravity Field
by: Yanbin Fu, et al.
Published: (2019-10-01) -
Groundwater characterization of a heterogeneous granitic rock massif for shallow tunneling
by: J. FONT-CAPÓ, et al.
Published: (2012-12-01)