Analysis on Control Indicators for Settlement and Deformation of the Rock-Filled Subgrade in Mountainous Area-Reference-Cited by-同舟云学术

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Analysis on Control Indicators for Settlement and Deformation of the Rock-Filled Subgrade in Mountainous Area

Published:2021-05-31 Issue:1 Volume:15 Page:213-220
ISSN:1996-6814
Container-title:International Journal of Pavement Research and Technology
language:en
Short-container-title:Int. J. Pavement Res. Technol.

Author:

Zhao Guofang,Song Daming,Peng Zongman,Yan Zhanyou

Funder

Overseas Scholar Program in the Hebei Province

Science and Technology Project of Hebei Province

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s42947-021-00020-6.pdf

Reference11 articles.

1. Vaillancourt, M., & Perraton, D. (2016). Impact of subgrade soils on pavement roughness. Canadian Geotechnical Journal, 53(4), 687–695. https://doi.org/10.1139/cgj-2015-0131

2. Xia, Z.-q, & Zou, J.-F. (2019). Discussion of “simplified approach for settlement analysis of vertically loaded pile.” Journal of Engineering Mechanics., 145(9), 32–37. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001334

3. Castelli, F., & Motta, E. (2015). Settlement prevision of piles under vertical load. Proceedings of the Institution of Civil Engineers -Geotechnical Engineering., 156(4), 183–191. https://doi.org/10.1680/geng.2003.156.4.183

4. Habibagahi, G. (2002). Post-construction settlement of rockfill dams analyzed via adaptive network-based fuzzy inference systems. Computers and Geotechnics., 29, 211–233. https://doi.org/10.1016/s0266-352x(01)00025-8

5. Gao, K., & Lei, Q. (2018). Influence of boundary constraints on stress heterogeneity modelling. Computers and Geotechnics, 99, 130–136. https://doi.org/10.1016/j.compgeo.2018.03.003

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1. Research on the Optimal Design of Retaining Piles of a Wide Metro Tunnel Foundation Pit Based on Deformation Control;Buildings;2024-06-22

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