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Title Transcription
モリド シャメン ノ アンテイ カイセキ ノタメ ノ サンジク シケンホウ ニツイテ
Title Alternative (English)
On the Condition of Triaxial Tests for the Stability Analysis of an Embankment
File
language
jpn
Author
Toriyama, Koushi
Description
On the land reclamation of hills, the main engineering works are the cutting and banking of sloping land. In the work of banking in land reclamation, the compaction work on the soils is not sufficient as compared with that of the road embankments. Moreover, the slope of the bankings is ordinarily steeper than that of road embankments in order to expand the agricultural land. From this reason, sliding failure of slopes of embankments occure frequently after the construction.
In this paper, it is shown that the causes of sliding failure of a banking of cohesive soil of Masuda land reclamation are the rise of groundwater level and the decrease of shearing strength by water adsorption. The drainage works of groundwater are suitable for stabilization of the slope.
Journal Title
Bulletin of the Faculty of Agriculture, Shimane University
Volume
15
Start Page
86
End Page
93
ISSN
0370940X
Published Date
1981-12-15
NCID
AN00108015
Publisher
島根大学農学部
Publisher Aalternative
Shimane University, Faculty of Agriculture
NII Type
Departmental Bulletin Paper
OAI-PMH Set
Faculty of Life and Environmental Science
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