Dynamic response of unsaturated full-space caused by a circular tunnel subjected to a vertical harmonic point load-Reference-Cited by-同舟云学术

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Dynamic response of unsaturated full-space caused by a circular tunnel subjected to a vertical harmonic point load

Published:2020-03 Issue: Volume:130 Page:106005
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Song Wen,Zou Dujian,Liu Tiejun,Zhou Ao

Funder

National Natural Science Foundation of China

Guangdong Provincial Natural Science Foundation

Program of Shenzhen Science and Technology Plan, China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference36 articles.

1. The growth of railway ground vibration problems—a review;Connolly;Sci Total Environ,2016

2. The use of sub-modelling technique to calculate vibration in buildings from underground railways;Hussein;Proc Inst Mech Eng - Part F J Rail Rapid Transit,2015

3. 2.5 D MFS–FEM model for the prediction of vibrations due to underground railway traffic;Amado-Mendes;Eng Struct,2015

4. Comparative study of 2D and 2.5 D responses of long underground tunnels to moving train loads;Yang;Soil Dyn Earthq Eng,2017

5. Analytical solution for calculating vibrations from twin circular tunnels;Yuan;Soil Dyn Earthq Eng,2019

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Measuring Vibrations of Subway Tunnel Structures with Cracks;Buildings;2024-08-27

2. Ground vibrations induced by high-speed trains moving on layered near-saturated ground using 2.5D FEM;IOP Conference Series: Earth and Environmental Science;2024-05-01

3. Research on dynamic response and fatigue life of tunnel bottom structure under coupled action of train load and groundwater;Soil Dynamics and Earthquake Engineering;2022-10

4. Dynamic Response and Service Life of Tunnel Bottom Structure Considering Hydro-Mechanical Coupling Effect under the Condition of Bedrock Softening;Materials;2022-09-19

5. Investigation of saturation effects on vibrations of nearly saturated ground due to moving train loads using 2.5D FEM;Soil Dynamics and Earthquake Engineering;2022-07

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