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The Fundamental Study of Soil Bitumen (The 4th Report)

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 20 Issue 3 Page 379-384
published_at 1970
KJ00000155749.pdf
[fulltext] 412 KB
Title
ソイルビチューメンに関する基礎的研究(第4報)
The Fundamental Study of Soil Bitumen (The 4th Report)
Creators Hiwatashi Masami
Creators Ueda Mitsuru
Source Identifiers
The stabilized soil mass by bituminous emulsion is deformed when loaded as much as the other structures, but the behavior of its deformation is different corresponding to the value of load, speed of loading, water content and temperature of the sample. Generally speaking, in the case of small and rapid loading, low moisture and temperature, it is tended to show an elastic condition in which the stress is proportional to the strain, but in he other case it happens to flow plastically and becomes a viscoelastic state. The writers have experimentally measured the stresses and strains about the test pieces of soil bitumen being compressed at 1mm/min rate of strain after the dry and wet curing formerly suggested. It is reported here to be investigated the results with a viscoelastic theory.
Subjects
土木工学 ( Other)
Languages jpn
Resource Type departmental bulletin paper
Publishers 山口大学工学部
Date Issued 1970
File Version Version of Record
Access Rights open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools 工学部