An analytical method for evaluating highway embankment responses with consideration of dynamic wheel–pavement interactions
Authors:
- Zheng LuZLZheng Lu
- Zhi HuZHZhi Hu
- Hailin YaoHYHailin Yao
- Jie LiuJLJie Liu
- Yongxiang ZhanYZYongxiang Zhan
- 1 April 2016
- journal article
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 83, 135-147
Abstract
No abstract availableFunding Information
- National Natural Science Foundation of China (41472286, 51209201, 51279198)
- National 973 Project of China (2013CB036405)
This publication has 42 references indexed in Scilit:
- Numerical modelling of ground borne vibrations from high speed rail lines on embankmentsSoil Dynamics and Earthquake Engineering, 2013
- Numerical modeling of traffic-induced ground vibrationComputers and Geotechnics, 2012
- Validation of a Three-Dimensional Finite Element Model using Airfield Pavement Multiple Wheel Load ResponsesRoad Materials and Pavement Design, 2010
- Ground-borne vibration due to static and dynamic axle loads of InterCity and high-speed trainsJournal of Sound and Vibration, 2009
- Diagnosis and prediction of vibration from railway trainsSoil Dynamics and Earthquake Engineering, 2005
- The experimental validation of a numerical model for the prediction of the vibrations in the free field produced by road trafficJournal of Sound and Vibration, 2003
- HIGH-SPEED RAILWAY LINES ON SOFT GROUND: DYNAMIC BEHAVIOUR AT CRITICAL TRAIN SPEEDJournal of Sound and Vibration, 2000
- GROUND VIBRATION GENERATED BY A LOAD MOVING ALONG A RAILWAY TRACKJournal of Sound and Vibration, 1999
- On the accuracy of approximate plate theories for wave field calculations in composite laminatesWave Motion, 1995
- The stress produced by a pulse of pressure moving along the surface of a semi-infinite solidRendiconti del Circolo Matematico di Palermo Series 2, 1952