File | |
Title |
凝灰岩よりの砂と粘土の締固め混合土の剪断特性
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Title |
The Shearing Properties of Compacted Mixed Soil with Tuffaceous Sand and Clay
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Title Transcription |
ギョウカイガン ヨリノ スナ ト ネンド ノ シメカタメ コンゴウド ノ センダン トクセイ
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Creator |
Toriyama Koushi
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Source Title |
島根大学農学部研究報告
Bulletin of the Faculty of Agriculture, Shimane University
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Volume | 23 |
Start Page | 126 |
End Page | 131 |
Journal Identifire |
ISSN 0370940X
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Descriptions |
The consoiidated undramed compression tests were performed for the exper iment of shearing properties of compacted mixed soil with tuffaceous sand and clay under non-adsorbed and adsorbed condition. The following results are obtained from these tests.
(1) The pore pressure coefficient A_f of the mixed soil is relatively greater than normal compacted clayey soils. (2) The shearing strength is decreased by adsorption over 10% wet side of optimum moisture content W_<opt>. (3) The shearing parameter for effective stress c^' and φ^' is constant for wet side of W_<opt> eventhough the compacted moisture content and adsorbed condition are changed. |
Language |
jpn
|
Resource Type | departmental bulletin paper |
Publisher |
島根大学農学部
Shimane University, Faculty of Agriculture
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Date of Issued | 1989-12-21 |
Access Rights | open access |
Relation |
[NCID] AN00108015
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