Effect of fine grain contents on the unsaturated mechanical characteristics of embankment materials

Byeongsu Kim, Yuji Takeshita, S. Kato, S. W. Park

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

In order to evaluate the safety of an embankment under unsaturated state against the infiltration of a heavy rain, the quantitative evaluation on the mechanical characteristics of embankment materials needs. In particular, this study concentrated on the fine grain content (under sieve #200) closely related to the decrement of shear strength due to the infiltration at a rainfall because the embankment is composed of soil materials involving fine and gravel grains. Thus, a series of the constant water content compression tests in this study are performed using a decomposed granite soil of the embankment. Through these results, the shear behavior on the fine grain contents from 10% to 40% is examined through the effect of the suction according to the degree of saturation. Here, the suction value is derived by the SSM (Suction stress-SWRC Method). It is expected that the effect of the fine grain contents on the unsaturated mechanical characteristics of embankment materials could be clarified through these results.

Original languageEnglish
Title of host publicationUnsaturated Soil Mechanics from Theory to Practice - Proceedings of the 6th Asia-Pacific Conference on Unsaturated Soils
PublisherCRC Press/Balkema
Pages281-286
Number of pages6
ISBN (Print)9781138029217
Publication statusPublished - 2016
Event6th Asia-Pacific Conference on Unsaturated Soil Mechanics from Theory to Practice, AP-UNSAT 2015 - Guilin, China
Duration: Oct 23 2015Oct 26 2015

Other

Other6th Asia-Pacific Conference on Unsaturated Soil Mechanics from Theory to Practice, AP-UNSAT 2015
CountryChina
CityGuilin
Period10/23/1510/26/15

Fingerprint

embankment
suction
infiltration (hydrology)
granite soils
rain
infiltration
sieves
shear strength
gravel
shears
water content
soil
granite
compression
material
effect
saturation
safety
rainfall
testing

ASJC Scopus subject areas

  • Soil Science

Cite this

Kim, B., Takeshita, Y., Kato, S., & Park, S. W. (2016). Effect of fine grain contents on the unsaturated mechanical characteristics of embankment materials. In Unsaturated Soil Mechanics from Theory to Practice - Proceedings of the 6th Asia-Pacific Conference on Unsaturated Soils (pp. 281-286). CRC Press/Balkema.

Effect of fine grain contents on the unsaturated mechanical characteristics of embankment materials. / Kim, Byeongsu; Takeshita, Yuji; Kato, S.; Park, S. W.

Unsaturated Soil Mechanics from Theory to Practice - Proceedings of the 6th Asia-Pacific Conference on Unsaturated Soils. CRC Press/Balkema, 2016. p. 281-286.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Kim, B, Takeshita, Y, Kato, S & Park, SW 2016, Effect of fine grain contents on the unsaturated mechanical characteristics of embankment materials. in Unsaturated Soil Mechanics from Theory to Practice - Proceedings of the 6th Asia-Pacific Conference on Unsaturated Soils. CRC Press/Balkema, pp. 281-286, 6th Asia-Pacific Conference on Unsaturated Soil Mechanics from Theory to Practice, AP-UNSAT 2015, Guilin, China, 10/23/15.
Kim B, Takeshita Y, Kato S, Park SW. Effect of fine grain contents on the unsaturated mechanical characteristics of embankment materials. In Unsaturated Soil Mechanics from Theory to Practice - Proceedings of the 6th Asia-Pacific Conference on Unsaturated Soils. CRC Press/Balkema. 2016. p. 281-286
Kim, Byeongsu ; Takeshita, Yuji ; Kato, S. ; Park, S. W. / Effect of fine grain contents on the unsaturated mechanical characteristics of embankment materials. Unsaturated Soil Mechanics from Theory to Practice - Proceedings of the 6th Asia-Pacific Conference on Unsaturated Soils. CRC Press/Balkema, 2016. pp. 281-286
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