Memoirs of the Faculty of Engineering, Yamaguchi University
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Memoirs of the Faculty of Engineering, Yamaguchi University Volume 50 Issue 2
published_at 2000-03
Cyclic shear strength of treated soils cured under a loading
加圧養生した安定処理土の繰返しせん断強度
About This Article
Descriptions
Unconfined compression and cyclic triaxial tests were performed on cement or lime treated soils which were consolidated and cured simultaneously. It was found from the tests that the unconfined compressive strength q_1, and the modulus of deformation of these soils increased a linearly with increasing the consolidation stress in the curing process, σ'_v. The cyclic shear strength, R_20 of these soils were significantly sffected by the value of σ'_v. There exists a unique correlation between q_u and R_20 of various treated soils.
Creator Keywords
treated soil
cyclic shear strength
quick lime
cement
soil improvement
consolidation
curing
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