Explicit Form of Exact Analytical Solution for Calculating Ground Displacement and Stress Induced by Shallow Tunneling and Its Application
In urban environment, it is often unavoidable for shallow tunnels to be constructed adjacent to existing pile foundations. To obtain the ground displacements and stresses induced by shallow tunneling and existing pile foundation loads, the key procedure involves superimposing the analytical solution...
Main Authors: | Caixia Guo, Kaihang Han, Heng Kong, Leilei Shi |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2019-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/5739123 |
Similar Items
-
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) -
Ground Movements due to Shallow Tunnels in Soft Ground. I: Analytical Solutions
by: Pinto, Federico, et al.
Published: (2014) -
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) -
Ground Movements due to Shallow Tunnels in Soft Ground: 2. Analytical Interpretation and Prediction
by: Pinto, Federico, et al.
Published: (2018) -
Collapsed Shape of Shallow Unlined Tunnels Based on Functional Catastrophe Theory
by: Chengping Zhang, et al.
Published: (2015-01-01)