Funder
National Natural Science Foundation of China
Postdoctoral Research Project of Guangzhou
Youth Innovation Promotion Association CAS
Opening fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection
China Postdoctoral Science Foundation
Publisher
Springer Science and Business Media LLC
Reference60 articles.
1. 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 14(3):851–860. https://doi.org/10.1016/j.jrmge.2021.10.004
2. Angel APM (2011) Effects of mica on soil properties for embankment construction. MS Thesis. University of South Carolina
3. ASTM D4186M–20 (2020) Standard test method for one-dimensional consolidation properties of saturated cohesive soils using controlled-strain loading. ASTM International, West Conshohocken, PA
4. ASTM D698–12 (2021) Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). ASTM International, West Conshohocken, PA
5. Babu GS, Pandian NS, Nagaraj TS (1993) A reexamination of the permeability index of clays. Geotech J 30(1):187–191. https://doi.org/10.1139/t93-016
Cited by
3 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