学术
国际标准刊号：ISSN 1004-5716
国内统一刊号：CN 65-1124
摘 要:
根据支盘桩承载力计算原理，并结合支盘桩的实际受力机理情况，与现有计算公式相比较，提出了与实际情况相符合的、用修改支盘桩下部支或盘的计算系数的方法，来计算支盘桩极限承载力，并与试验案例相比较表明，所提方法有实用性。[著者文摘]
文章出处:
《西部探矿工程》-2008年1期 -199-200页
West-china Exploration Engineering
栏目信息:
分 类 号:
文献标识码:
B
文章编号:
1004-5716（2008）01-0199-02
[参考文献]
Discussing on Way of Calculation the Bearing Capacity of Piles with Branches and Plates by Changing Coefficient
WANG Kai-bin, XIN Li-min （Department of Civil Engineering ,Anhui University of Science and Technology, Huainan Anhui 232001, China）
Abstract:
Based on Calculation of Beating capacity, according to the actual behaviour of piles with branches and plates. The writer rose out a way for calculate the ultimate capacity by change a coefficient of the under branch or plate of a piles with branches and plates. In contrast to a experiment model which demonstra- ted be tight. It is also useful in works.[著者文摘]
Key words:
squeezed branch pile; ultimate bearing capacity; way of calculation; discussing
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