Zobrazeno 1 - 10
of 226
pro vyhledávání: '"driven pile"'
Publikováno v:
Buildings, Vol 14, Iss 11, p 3595 (2024)
The article focuses on studying the impact-driven penetration of multi-strength fibroconcrete pyramid-prismatic piles. The research object includes multi-strength pyramid-prismatic piles with varying types of reinforcement and different levels of con
Externí odkaz:
https://doaj.org/article/87133250dc1c48e39cfc45f85a269d6f
Autor:
Worku Firomsa Kabeta
Publikováno v:
Archives of Civil Engineering, Vol vol. 68, Iss No 4, Pp 445-466 (2022)
Several field and model tests have been conducted to investigate the impact of pile installation on bearing capacity. However, little is known about how piles behave during installation, how they interact with the surrounding soil, and how this affec
Externí odkaz:
https://doaj.org/article/119389dea214434b85e71ebad9fb0a97
Akademický článek
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Akademický článek
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Publikováno v:
Buildings, Vol 13, Iss 12, p 3097 (2023)
This article is dedicated to addressing the current challenge of augmenting the load-bearingcapability of pile foundations. This predicament is most effectively addressed by employing piles with unconventional geometries along with atypical methodolo
Externí odkaz:
https://doaj.org/article/1780f7dd91794762bf8bd004e235ac86
Publikováno v:
Applied Sciences, Vol 13, Iss 21, p 11887 (2023)
The pre-bored grouted planted (PGP) pile has been more and more used in recent years, but its precise disturbance effect in soft soil areas has not been studied deeply. Therefore, a comparative field test for the disturbances by PGP pile and driven p
Externí odkaz:
https://doaj.org/article/fcc3562cad47402488dc758871134756
Publikováno v:
Journal of the Mechanical Behavior of Materials, Vol 31, Iss 1, Pp 39-51 (2022)
Based on the results of standard penetration tests (SPTs) conducted in Al-Basrah governorate, this research aims to present thematic maps and equations for estimating the bearing capacity of driven piles having several lengths. The work includes dril
Externí odkaz:
https://doaj.org/article/8130bcf737d747f4b970627acae21a3d
Publikováno v:
Engineering and Applied Science Research, Vol 49, Iss 1, Pp 96-102 (2022)
Experimental study of pile set-up of driven piles in Bangkok Clay was conducted on seven I-shape prestressed concrete piles with their pile tips varied between 8-21 meters below ground level. The study site was selected at State Railway of Thailand (
Externí odkaz:
https://doaj.org/article/a8d18a2a57a34736a8dfb5dd0e078f04
Autor:
Yamei Zhang, Gan Sun, Xiaoyu Bai, Songkui Sang, Jianyong Han, Nan Yan, Mingyi Zhang, Xiaodong Gao, Weiqi Li
Publikováno v:
Frontiers in Earth Science, Vol 10 (2023)
Whether the inhomogeneity of mudstone foundation leads to abnormal bearing capacity of the driven pile remains controversial. This study introduces the standard penetration test hammering number and needle penetration strength for quantitative analys
Externí odkaz:
https://doaj.org/article/2aed70bf9f0540a9968e4055f44dc2d6