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Chapter
May 7, 2012

Advanced Direct Shear Testing for Collapsible Soils with Water Content and Matric Suction Measurement

Publication: Site Characterization and Modeling

Abstract

At natural, in-situ water content, collapsible soils have high strength and relatively high void-ratio with low compressibility. These soils could easily collapse when wet. If the differential deformations and slope stability effects have been neglected in the design and construction processes, they could cause damage to constructions. Therefore, the identification of collapsible soils with estimation of the collapse potential and shear strength become major components in appropriate engineering for these moisture-sensitive soil sites. To deal with shear strength of unsaturated soil or collapsible soil, the direct shear box apparatus for measuring in water content with matric suction must be modified. The electrical sensors for water content measurement are installed near the shear plane. Due to low friction material, Teflon sheets are then used as a spacer to control the water content of the specimen during testing.

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Go to Site Characterization and Modeling
Site Characterization and Modeling
Pages: 1 - 10

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Published online: May 7, 2012

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D. Hormdee
Department of Civil Engineering (Suiko), Kyushu University, Hakozaki, Higashi-ku, Fukuoka 812-8581 JAPAN; Department of Civil Engineering, Khon Kaen University, 40002 THAILAND
H. Ochiai
Department of Civil Engineering (Suiko), Kyushu University, Hakozaki, Higashi-ku, Fukuoka 812-8581 JAPAN
N. Yasufuku
Department of Civil Engineering (Suiko), Kyushu University, Hakozaki, Higashi-ku, Fukuoka 812-8581 JAPAN

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