| File | |
| Title |
盛土斜面の安定解析のための三軸試験法について
|
| Title |
On the Condition of Triaxial Tests for the Stability Analysis of an Embankment
|
| 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
|
| 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 | 15 |
| Start Page | 86 |
| End Page | 93 |
| Journal Identifire |
ISSN 0370940X
|
| Descriptions |
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. |
| Language |
jpn
|
| Resource Type | departmental bulletin paper |
| Publisher |
島根大学農学部
Shimane University, Faculty of Agriculture
|
| Date of Issued | 1981-12-15 |
| Access Rights | open access |
| Relation |
[NCID] AN00108015
|
