Durability and Permeability Characteristics of Consolidated Bodies After Grouting in Freeze–Thaw Rock in Cold Regions-Reference-Cited by-同舟云学术

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Durability and Permeability Characteristics of Consolidated Bodies After Grouting in Freeze–Thaw Rock in Cold Regions

Published:2024-09-02 Issue: Volume: Page:
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Wang Xin,Mu Wenqiang,Li Lianchong,Yang Tianhong,An Jiang,Lu Jian

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Key Technologies Research and Development Program

Young Elite Scientists Sponsorship Program by CAST

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s00603-024-04140-w.pdf

Reference53 articles.

1. Alejano LR, Muralha J, Ulusay R, Li CC, Pérez-Rey I, Karakul H, Chryssanthakis P, Aydan Ö, Martínez J, Zhang N (2017) A benchmark experiment to assess factors affecting tilt test results for sawcut rock surfaces. Rock Mech Rock Eng 50:2547–2562. https://doi.org/10.1007/s00603-017-1271-6

2. An R, Kong LW, Zhang XW, Li CS (2022) Effects of dry-wet cycles on three-dimensional pore structure and permeability characteristics of granite residual soil using X-ray micro computed tomography. J Rock Mech Geotech Eng 14(3):851–860. https://doi.org/10.1016/j.jrmge.2021.10.004

3. Atzeni C, Barla M, Pieraccini M, Antolini F (2015) Early warning monitoring of natural and engineered slopes with ground-based synthetic-aperture radar. Rock Mech Rock Eng 48:235–246. https://doi.org/10.1007/s00603-014-0554-4

4. Azimian A, Ajalloeian R (2015) Permeability and groutability appraisal of the Nargesi dam site in Iran based on the secondary permeability index, joint hydraulic aperture and Lugeon tests. Bull Eng Geol Environ 74:845–859. https://doi.org/10.1007/s10064-014-0675-8

5. Chung DDL (2002) Review: improving cement-based materials by using silica fume. J Mater Sci 37(4):673–682. https://doi.org/10.1023/A:1013889725971

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