共 24 条
- [1] Mitchell J.K., Soga K., Fundamentals of Soil Behavior, pp. 122-123, (2005)
- [2] Wang H.-N., Ni W.-K., Quantitative analysis of loes microstructure based on CT and SEM images, Rock and Soil Mechanics, 33, 1, pp. 243-248, (2012)
- [3] Zhang X.-W., Kong L.-W., Study of pore characteristics of offshore clay by SEM and MIP and NA methods, Rock and Soil Mechanics, 34, pp. 134-142, (2013)
- [4] Chen Y., Li D.-X., Analysis of error for pore structure of porous materials measured by MIP, Bullitin of The Chinese Ceramic Society, 25, 4, pp. 198-201, (2006)
- [5] Chen S.-J., Zhao S.-P., Ma W., Et al., Studying frozen soil with CT technology: present studies and prospects, Journal of Glaciology and Geocryology, 35, 1, pp. 193-200, (2013)
- [6] Fang X.-W., Shen C.-N., Chen Z.-H., Et al., Triaxial wetting tests of intact Q<sub>2</sub> loess by computed tomography, China Civil Engieering Journal, 44, 10, pp. 98-106, (2011)
- [7] Zuo Y.-Z., Cheng Z.-L., Zhao N., Expansion mechanism of shear bands in phyllite detritus soil by CT technology, Chinese Journal of Geotechnical Engineering, 37, 8, pp. 1524-1531, (2015)
- [8] Yao Z.-H., Chen Z.-H., Zhu Y.-Q., Et al., Meso-structural change of remolded expansive soil during wetting-drying cycles and triaxial soaking tests, Chinese Journal of Geotechnical Enigeering, 32, 1, pp. 68-76, (2010)
- [9] Fang J.-Y., Dang F.-N., Xiao Y.-T., Et al., Quantitative study on the CT test process of siltstone under triaxial compression, Chinese Journal of Rock Mechanics and Engineering, 34, 10, pp. 1976-1984, (2015)
- [10] Han F.-D., Xiao Y.-S., Chang M., Et al., Review of measurement methods and standards of focal spot size of X-ray sources, Chinese Journal of Stereology and Image Analysis, 19, 4, pp. 321-329, (2014)