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On the Granular Soil Stabilization

Memoirs of the Faculty of Engineering, Yamaguchi University Volume 21 Issue 2 Page 137-144
published_at 1970
KJ00000155809.pdf
[fulltext] 622 KB
Title
粒度調整による安定処理について
On the Granular Soil Stabilization
Creators Hiwatashi Masami
Creators Ueda Mitsuru
Source Identifiers
Creator Keywords
InGaN localized exciton self trapping isoelectronic trap alloy potential fluctuation temperature dependence surface-mode stimulated emission
Though there are various sorts of soil stabilization, it is generally adopted as a practical procedure for a fine graded and high plastic soil to improve its grading by means of adding some select materials to the soil. In this case, many suggestions of the most suitable grading are made due to the experiences in the past. Writers have especially marked Talbot's formula P=(d/D)^n ×100 being said to give the maximum density, and performed the compaction, uniaxial compression, Marshal and CBR test for the soil samples whose exponential ”n” varied according to mix sand and dust. Those results are reported here.
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