STUDY ON BEARING CAPACITY OF NODULAR CYLINDER PILE BY FULL-SCALE TEST OF JACKED PILES
Author:
Affiliation:
1. Kansai University : Takechi Engineering Co., Ltd.
2. Kansai University
3. Takechi Engineering Co., Ltd.
Publisher
Architectural Institute of Japan
Link
https://www.jstage.jst.go.jp/article/aijsx/386/0/386_KJ00004080811/_pdf
Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Field Test Study on Construction Disturbances of Driven Pile and PGP Pile;Applied Sciences;2023-10-30
2. Engineering Character of a New-Style Pretensioned Spun Concrete Nodular Pile;Advances in Soil Dynamics and Foundation Engineering;2014-05-05
3. Experimental Study on Bearing Behavior of Large-Diameter Overlength Squeezed Branch Pile;Advanced Materials Research;2011-05
4. LOAD TESTS ON BORED PHC NODULAR PILES IN DIFFERENT GROUND CONDITIONS AND THE BEARING CAPACITY BASED ON SIMPLE SOIL PARAMETERS;AIJ Journal of Technology and Design;1995
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