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