Journal of Northeastern University Natural Science ›› 2017, Vol. 38 ›› Issue (1): 132-137.DOI: 10.12068/j.issn.1005-3026.2017.01.027

• Resources & Civil Engineering • Previous Articles     Next Articles

Pore Size Distribution of Expansive Soil of the Subgrade Slope in Yanbian Region, Jilin Province

BAO Shuo-chao1,2, WANG Qing3, CHEN Jian-ping3, BAO Xin-hua1   

  1. 1. College of Environment and Resources, Jilin University, Changchun 130021,China; 2.College of Civil Engineering, Jilin Jianzhu University, Changchun 130118, China; 3. College of Construction Engineering, Jilin University, Changchun 130026, China.
  • Received:2015-09-24 Revised:2015-09-24 Online:2017-01-15 Published:2017-01-13
  • Contact: BAO Shuo-chao
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Abstract: This research aims at the stability of expansive soil which were collected from the subgrade slope of expansive soil in Yanbian region of Jilin Province. The physicochemical property, soil grain, mineral composition and the expansion property of the specimen were tested. The pore structure characteristics were studied using mercury injection experiment. Furthermore, the soil pores were divided into four size intervals, i.e., big pores, moderate pores, micro-pores and ultra-micro pores by using fractal geometry theory. The study indicated that five specimens were identified as slightly-expansive soil by expansibility testing. Pore sizes of the high expansive soil mainly fall in between micro-pores and ultra-micro pores, while pore sizes of the weak expansive soil mainly fall in between big and moderate pores.

Key words: expansive soil, pore distribution, fractal geometry, mercury injection test, expansion mechanism

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