Effect of Adjacent Axle Loads on Uplift of Rails on Geocell-Stone Column Improved Tensionless Foundation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-020-01545-6.pdf
Reference65 articles.
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3. Arulrajah A, Abdullah A, Bo MW, Leong M (2015) Geosynthetic applications in high-speed railways: a case study. Proc Inst Civil Eng Ground Improv 168(1):3–13
4. Auersch L (2012) Dynamic behavior of slab tracks on homogeneous and layered soils and the reduction of ground vibration by floating slab tracks. J Eng Mech 138(8):923–933
5. Basu D, Rao NSVK (2013) Analytical solutions for Euler–Bernoulli beam on visco-elastic foundation subjected to moving load. Int J Numer Anal Methods Geomech 37(8):945–960
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2. Steady state responses of an infinite beam resting on a tensionless visco-elastic foundation under a harmonic moving load;Journal of Sound and Vibration;2022-12
3. A Semi-empirical Method for Studying Load-Settlement Behavior of Geocell-Reinforced Footings;Geotechnical and Geological Engineering;2022-10-31
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