Experimental research on distribution of tensile stress in pile foundation by dynamic piling and construction control
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Experimental research on distribution of tensile stress in pile foundation by dynamic piling and construction control
Vol. 28, Issue 8, (2007)
作者机构:
1. 武汉市政工程设计研究院有限责任公司,武汉,430015
2. 中国科学院岩土力学重点实验室,武汉,430071
3. 武汉大学 土木与建筑工程学院,武汉,430072
作者简介:
基金信息:
DOI:
CLC:TU435
Online First:15 October 2013,
Published:2007
稿件说明:
移动端阅览
CHEN Jian-bin, ZHOU Li-yun. Experimental research on distribution of tensile stress in pile foundation by dynamic piling and construction control[J]. 2007, 28(8).
DOI:
CHEN Jian-bin, ZHOU Li-yun. Experimental research on distribution of tensile stress in pile foundation by dynamic piling and construction control[J]. 2007, 28(8).DOI:
Experimental research on distribution of tensile stress in pile foundation by dynamic piling and construction control
laboratory test of model pile and engineering examples of field piling
the principle of distribution of tensile stress in pile body is discussed by the introduction and analysis of dynamic measurement of sixteen piles. The results show that the maximum tensile stress always occurs at the top of pile
especially when pile end is embedded into the soft soil; the maximum tensile stress is located at 1/4l (l is pile length) to the top during the beginning of piling
which leads to occur transverse cracks which are perpendicular to axis of pile and the rupture of pile body. The results also show that the disk-spring pile cap can decrease hammer tensile stress
diminish the phenomenon of over-tensile stress when piling aided by conventional pile cap and make measured stress below allowable one (below 5 MPa which is considering effective method to prevent pile body from rupture).