Experimental study on site filling of sandy soil for railway subgrade-Reference-Cited by-同舟云学术

Experimental study on site filling of sandy soil for railway subgrade

Published:2021-05-06 Issue: Volume: Page:1-9
ISSN:1353-2618
Container-title:Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Geotechnical Engineering

Author:

Lu Zheng¹,Tang Chuxuan²,Xian Shaohua³,She Jianbo⁴,Yao Hailin⁵

Affiliation:

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, P. R. China; Hubei Key Laboratory of Geo-Environmental Engineering, Wuhan, P. R. China

2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, P. R. China; University of Chinese Academy of Sciences, Beijing, P. R. China

3. Wuhan Municipal Engineering Design & Research Institute Co., Ltd, Wuhan, P. R. China

4. Jinke Property Group Hubei Co. Ltd, Wuhan, P. R. China (corresponding author: )

5. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, P. R. China

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeen.19.00254

Reference35 articles.

1. Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand–silt mixtures

2. Shear Strength and Stiffness of Sands Containing Plastic or Nonplastic Fines

3. Compressibility of a Compacted Sand

4. Micromechanical modelling of cemented sands under low amplitude oscillations

Cited by 2 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. The Application of Fine Sand in Subgrades: A Review;Applied Sciences;2024-08-01

2. Ensemble deep learning-based models to predict the resilient modulus of modified base materials subjected to wet-dry cycles;GEOMECH ENG;2023