The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways-Reference-Cited by-同舟云学术

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The influence of cyclic loading on the response of soft subgrade soil in relation to heavy haul railways

Published:2021-07 Issue: Volume:29 Page:100571
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Thevakumar Krishanthan,Indraratna Buddhima,Ferreira Fernanda Bessa,Carter John,Rujikiatkamjorn Cholachat

Funder

Foundation for Science and Technology

Australian Research Council

Publisher

Elsevier BV

Subject

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

Reference69 articles.

1. Ground improvement techniques for railway embankments;Arulrajah;Proc Inst Civ Eng Ground Improv,2009

2. Experimental study on the stability of railroad silt subgrade with increasing train speed;Liu;J Geotech Geoenviron Eng,2009

3. Geosynthetic applications in high-speed railways: A case study;Arulrajah;Proc Inst Civ Eng Ground Improv,2015

4. Application of geoinclusions for sustainable rail infrastructure under increased axle loads and higher speeds;Indraratna;Innovative Infrastruct Solut,2018

5. The stiffening of soft soils on railway lines;Dong;Transp Geotech,2018

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1. An energy-saving loading strategy: cyclic vacuum preloading treatment of soft ground;Canadian Geotechnical Journal;2024-09-01

2. Macro-micro numerical analysis of granular materials considering principal stress rotation based on DEM simulation of dynamic hollow cylinder test;Construction and Building Materials;2024-01

3. Dynamic Response and Deformation Characteristics of Urban Loess Subgrade under Vehicle Load;Atlantis Highlights in Engineering;2024

4. The Importance of Principal Stress Rotation in Transportation Geotechnics and Associated Constitutive Models;Lecture Notes in Civil Engineering;2024

5. Dynamic resilient modulus of subgrade silty clay for heavy-haul railway: an experimental investigation and the predicted method;Frontiers in Earth Science;2023-12-28

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