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Experimental Study on the Soil-lime

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 16 Issue 1 Page 17-23
published_at 1965
KJ00002361154.pdf
[fulltext] 366 KB
Title
ソイル石灰に関する実験的研究
Experimental Study on the Soil-lime
Creators Hiwatashi Masami
Creators Suzuka Kazuo
Source Identifiers
The writers have been studied on the soil-lime. In this paper, the result is discussed. This study is made by means of non-confined compression test and CBR test. 1) In the 7 days curing, the strength of soil-lime is smaller than soil cement, but by adding NaCl, CaCl_2 and flaking into soil-lime, the strength is able become value of 37~39kg/cm^2. But in the 28 days curing it is no of so. 2) By adding NaCl, CaCl_2 and flaking into the soil-lime the dry density becomes larger than soil-lime itsefl. The absorbed water and swelling percentages are small values as much as the soil-cement itself. These facts are based on the quantities of adding materials. 3) In the CBR test, the dry density, alsorbed water, swelling percentage and CBR value are variable according to the degree of compaction.
Subjects
土木工学 ( Other)
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 1965
File Version Version of Record
Access Rights open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools 工学部