The Effect of Fouling Materials on Permeability Behaviour of Large Size Granular Materials-Reference-Cited by-同舟云学术

The Effect of Fouling Materials on Permeability Behaviour of Large Size Granular Materials

Published:2021-10-25 Issue: Volume: Page:33-46
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:
Short-container-title:

Author:

Mayuranga H. G. S.,Navaratnarajah S. K.,Gimhani M. M. N.,Karunarathne J. M. M. Y.

Publisher

Springer Singapore

Link

https://link.springer.com/content/pdf/10.1007/978-981-16-4412-2_4

Reference12 articles.

1. Dissanayake D, Kurukulasuriya L, Dissanayake P (2016) Evaluation of shear strength parameters of rail track ballast in Sri Lanka. J Nat Sci Found Sri Lanka 44(1)

2. Ebrahimi A, Tinjum JM, Edil TB (2015) Deformational behavior of fouled railway ballast. Can Geotech J 52(3):344–355

3. Feldman F, Nissen D (2002) Alternative testing method for the measurement of ballast fouling: percentage void contamination. In: CORE 2002: Cost efficient railways through engineering, p 101

4. Indraratna B, Salim W, Rujikiatkamjorn C (2011) Advanced rail geotechnology-ballasted track. CRC Press, Boca Raton

5. Indraratna B, Su L, Rujikiatkamjorn C (2011) A new parameter for classification and evaluation of railway ballast fouling. Can Geotech J 48(2):322–326

Cited by 3 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. Elastic inclusions in ballasted tracks – a review and recommendations;International Journal of Rail Transportation;2023-01-30

2. Influence of Recycled USP on Shear Behaviour of Railway Ballast: Experimental and Numerical Approach;Lecture Notes in Civil Engineering;2023

3. Numerical Simulation of Energy-Absorbing Rubber Pads Using FEM and DEM Approaches—A Comparative Study;Lecture Notes in Civil Engineering;2022-09-29