凝灰岩よりの砂と粘土の締固め混合土の剪断特性

島根大学農学部研究報告 Volume 23 Page 126-131 published_at 1989-12-21
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Title
凝灰岩よりの砂と粘土の締固め混合土の剪断特性
Title
The Shearing Properties of Compacted Mixed Soil with Tuffaceous Sand and Clay
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
Creator
Toriyama Koushi
Source Title
島根大学農学部研究報告
Bulletin of the Faculty of Agriculture, Shimane University
Volume 23
Start Page 126
End Page 131
Journal Identifire
ISSN 0370940X
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
Date of Issued 1989-12-21
Access Rights open access
Relation
[NCID] AN00108015