Settlement characteristics of bridge approach embankment based on scale model test
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-020-4422-y.pdf
Reference34 articles.
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3. ZHOU Juan-lan, ZHENG Mu-lian, WANG Chong-tao, JING Wei, MENG Jian-dang, CHEN Jing-xing. Dynamic response analysis of road-bridge transition section without slab [J]. International Journal of Pavement Research and Technology, 2017, 10(6): 526–535. DOI: https://doi.org/10.1016/j.ijprt.2017.04.004.
4. IKEMOTO H, TAKASAKI H. Experimental study on method for controlling settlement of backfill of abutment [J]. Japanese Geotechnical Society Special Publication, 2016, 2(61): 2096–2100. DOI: https://doi.org/10.3208/jgssp.JPN-092.
5. MUHO E V, BESKOU N D. Dynamic response of an infinite beam resting on a Winkler foundation to a load moving on its surface with variable speed [J]. Soil Dynamics and Earthquake Engineering, 2018, 109: 150–153. DOI: https://doi.org/10.1016/j.soildyn.2018.02.034.
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