A fundamental study on stress change in ground due to penetration projectile pile, cone and SPT sampler
Project/Area Number |
21560518
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Research Category |
Grant-in-Aid for Scientific Research (C)
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Allocation Type | Single-year Grants |
Section | 一般 |
Research Field |
Geotechnical engineering
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Research Institution | Kanazawa University |
Principal Investigator |
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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
|
Project Status |
Completed (Fiscal Year 2011)
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Budget Amount *help |
¥4,810,000 (Direct Cost: ¥3,700,000、Indirect Cost: ¥1,110,000)
Fiscal Year 2011: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
Fiscal Year 2010: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2009: ¥2,730,000 (Direct Cost: ¥2,100,000、Indirect Cost: ¥630,000)
|
Keywords | 基礎 / 杭 / 変形 / サンプラー / 可視化 / 管内土 / ひずみ / PIV / 砂 / 鉛直載荷 / 水平載荷 |
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.
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Report
(4 results)
Research Products
(16 results)
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[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.
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Journal Title
Soil and Foundations
Volume: Vol.51, No.5
Pages: 959-974
Related Report
Peer Reviewed
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