Experimental investigation on rheological properties and diffusion-related performance of clay shock slurry for excavation gap filling during shield tunnelling-Reference-Cited by-同舟云学术

Experimental investigation on rheological properties and diffusion-related performance of clay shock slurry for excavation gap filling during shield tunnelling

Published:2024-04 Issue: Volume:146 Page:105660
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhang Kangjian^ORCID,Zhang Zhiqiang^ORCID,Chen Hao^ORCID,Hu Zhechuan^ORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference43 articles.

1. Mathematical and numerical filtration–advection–dispersion model of miscible grout propagation in saturated porous media;Bouchelaghem;Int. J. Numer. Anal. Meth. Geomech.,2001

2. Lubrication performance of pipejacking in soft alluvial deposits;Cheng;Tunn. Undergr. Space Technol.,2019

3. Fusi, L. and Farina, A., 2020. Bingham fluid with viscosity and yield stress depending on the density. International Journal of Non-Linear Mechanics, 119, p.103356. 10.101 6/j.ijnonlinmec.2019.103356.

4. Guan, Z., Hou, Z., Liang, J., Liu, H., Qin, X., Zhao, W. and Liu, J., 2023. Application of clay shock method to restrain settlement in tunnel foundation under canal. In Proceedings of the 2nd International Civil Engineering and Architecture Conference: CEAC 2022, Lecture Notes in Civil Engineering, 279, pp.536-541. 10.1007/978-981-19-4293-8_54.

5. Grout diffusion model in porous media considering the variation in viscosity with time;Hou;Adv. Mech. Eng.,2019

Cited by 1 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. Optimization study for cement-based grout mixture ratio of shield tunnel considering spatiotemporal evolution of grout buoyancy;Construction and Building Materials;2024-09