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Cyclic shear strength of treated soils cured under a loading

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 50 Issue 2 Page 109-116
published_at 2000-03
A030050000203.pdf
[fulltext] 322 KB
Title
加圧養生した安定処理土の繰返しせん断強度
Cyclic shear strength of treated soils cured under a loading
Creators 川島 洋史
Creators 鈴木 素之
Creators 山本 哲朗
Creators 岡林 茂生
Creators 藤野 秀利
Source Identifiers
Creator Keywords
treated soil cyclic shear strength quick lime cement soil improvement consolidation curing
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.
Subjects
工学 ( Other)
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 2000-03
File Version Version of Record
Access Rights open access
Relations
[ISSN]1345-5583
[NCID]AA11422756
[isVersionOf] [URI]http://memoirs.lib-e.yamaguchi-u.ac.jp/
Schools 工学部