Evaluation of open and filled (TDA and RSM) trenches efficacy on vibration screening caused by transient loads-Reference-Cited by-同舟云学术

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Evaluation of open and filled (TDA and RSM) trenches efficacy on vibration screening caused by transient loads

Published:2022-07 Issue: Volume:35 Page:100770
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Rizvi Syed Muhammad Faheem,Wang Kuihua,Jalal Fazal E.,Tu Yuan

Funder

Natural Science Foundation of Zhejiang Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference80 articles.

1. Ground vibration isolation with geofoam barriers: centrifuge modeling;Murillo;Geotext Geomembr,2009

2. Centrifuge modelling of the seismic performance of soft buried barriers;Nappa;Bull Earthq Eng,2016

3. Soft barriers for the mitigation of seismic risk;Nappa;Procedia Eng,2016

4. Numerical investigation of the effectiveness of a step-shaped trench in reducing train-induced vibrations;Zakeri;Proc Inst Mech Eng F: J Rail Rapid Transit,2014

5. Reducing railway-induced ground-borne vibration by using open trenches and soft-filled barriers;Thompson;Soil Dyn Earthquake Eng,2016

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2. A rubber-coated bored pile in isolating metro-induced vibrations: Concept, analytical and in-situ investigation;Construction and Building Materials;2024-05

3. Experimental Study on Reutilization of Waste Rubber Chips with Sheetpiles as a Coupled-Wave Barrier to Reduce Ground-Borne Vibrations;Journal of Vibration Engineering & Technologies;2024-04-15

4. Effect of Specimen Size on the Dynamic Behavior of Tire-Derived Aggregates (TDA);Geotechnical and Geological Engineering;2024-03-20

5. Efficacy of Dual Barrier Systems in Mitigating Ground-Borne Vibrations Induced by Impact Loading;Geo-Congress 2024;2024-02-22

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