Open Access
Issue |
MATEC Web Conf.
Volume 206, 2018
2018 The 3rd International Conference on Civil Engineering and Materials Science (ICCEMS 2018)
|
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Article Number | 01002 | |
Number of page(s) | 5 | |
Section | Civil and Structural Engineering | |
DOI | https://doi.org/10.1051/matecconf/201820601002 | |
Published online | 19 September 2018 |
- M. Scheel, R. Seemann, M. Brinkmann, et al. Morphological clues to wet granular pile stability. Nature Materials Nature Materials,(2008), 7(3):189–193. [CrossRef] [PubMed] [Google Scholar]
- Ning Lu, Bailin Wu, Chee P. Tan. Tensile Strength Characteristics of Unsaturated Sands. Journal of Geotechnical and Geoenvironmental Engineering,(2007), 133(2). [Google Scholar]
- V. Richefeu, M. Sa Amp, Iuml. Shear strength properties of wet granular materials. Physical Review E,(2006), 73:51304. [CrossRef] [Google Scholar]
- R. Mani, D. Kadau, H. J. Herrmann. Liquid migration in sheared unsaturated granular media. Granular Matter,(2012), 15(4):447–454. [CrossRef] [Google Scholar]
- Chao-Sheng Tang, Xiang-Jun Pei, De-Yin Wang, et al. Tensile Strength of Compacted Clayey Soil. Journal of Geotechnical and Geoenvironmental Engineering,(2015), 141(4):4014122. [CrossRef] [Google Scholar]
- T. Y. Elkady, M. F. Abbas. Shear Strength Behavior of Highly Expansive Soil. Geo Congress 2012: State of the Art and Practice in Geotechnical Engineering, (2012):2532–2541. [CrossRef] [Google Scholar]
- Xiong Wu, Zhuo-ran Wang. The relationship between the swelling pressure and shear strength of unsaturated soil: the Yanji Basin as a case study. Arabian Journal of Geosciences Arabian Journal of Geosciences,(2017), 10(15). [Google Scholar]
- H. Louati, D. Oulahna, A. D. Ryck. Effect of the particle size and the liquid content on the shear behaviour of wet granular material. Powder Technology,(2017), 315:398–409. [CrossRef] [Google Scholar]
- J. P. K. Seville, C. D. Willett, P. C. Knight. Interparticle forces in fluidisation: a review. Powder Technology,(2000), 113(3):261–268. [CrossRef] [Google Scholar]
- Ling-wei Kong, Luo-rong Tan. Study on shear strength and swelling-shrinkage characteristic of compacted expansive soil. Unsaturated Soils For Asia,(2000):515–519. [Google Scholar]
- Linchang Miao, Sandra L. Houston, Ying Cui, et al. Relationship between soil structure and mechanical behavior for an expansive unsaturated clay. Canadian Geotechnical Journal Canadian Geotechnical Journal,(2007), 44(2):126–137. [Google Scholar]
- Wencong, Jia. Experimentle Study on the Strength and Deformation Characteristics of Unsaturated expansive soil. Master’s thesis, Northwest Agriculture & Forestry University. Yangling Shaanxi, China. (2014) (in Chinese) [Google Scholar]
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