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Basic Experiments on Consolidation Characteristics of Clay-Quicklime System

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 34 Issue 2 Page 255-261
published_at 1984
KJ00000156511.pdf
[fulltext] 557 KB
Title
粘土・生石灰系の圧密特性に関する基礎実験
Basic Experiments on Consolidation Characteristics of Clay-Quicklime System
Creators Fukuda Naozo
Creators Miura Norihiko
Creators Sudoh Yoshiji
Creators Koga Masahiro
Source Identifiers
This paper reports experimental results on the consolidation characteristics of clay-quicklime system concerned with the quicklime pile method and the multiple strip-sandwich method, a new method for embankment construction with cohesive soils. Consolidation tests on quicklime specimens were performed to investigate the expansive characteristics of them during water supplying. Several kinds of triaxial compression tests were also carried out on clay-quicklime system in drained and undrained conditions. From these experiments useful informations were obtained concerning with the consolidation mechanism of clay-quicklime system.
Subjects
土木工学 ( Other)
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 1984
File Version Version of Record
Access Rights open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools 工学部