2011 Fiscal Year Final Research Report
A fundamental study on stress change in ground due to penetration projectile pile, cone and SPT sampler
Project/Area Number |
21560518
|
Research Category |
Grant-in-Aid for Scientific Research (C)
|
Allocation Type | Single-year Grants |
Section | 一般 |
Research Field |
Geotechnical engineering
|
Research Institution | Kanazawa University |
Principal Investigator |
|
Co-Investigator(Kenkyū-buntansha) |
KOBAYASHI Shun-ichi 金沢大学, 環境デザイン学系, 准教授 (10243065)
|
Project Period (FY) |
2009 – 2011
|
Keywords | 基礎 / 杭 / 変形 / サンプラー |
Research Abstract |
Experimental and analytical studies were carried out to clarify the penetration mechanism of pile and SPT sampler(open-ended pipe pile). In the experiments of penetration and cyclic horizontal loading of piles, displacements of the surrounding soils were monitored using a PIV technique. And, strain field of the ground was successfully estimated, from which stress field would be estimated in future study.
|
-
-
[Journal Article] Experimental and numerical studies on push-up load tests of sand plug in a steel pipe pile2011
Author(s)
Thongmunee, S., Matsumoto, T., Kobayashi, S., Kitiyodom, P., Kurosawa, K.
-
Journal Title
Soil and Foundations
Volume: Vol.51, No.5
Pages: 959-974
Peer Reviewed
-
-
-
-
-
-
-