水平荷载作用下单桩非线性m法试验研究

IMECH-IR > 力学所知识产出(1956-2008)

	水平荷载作用下单桩非线性m法试验研究
Alternative Title	Nonlinear analysis of 'm' method for single pile under lateral loading
	王梅; 楼志刚; 李建乡; 赵京
Source Publication	岩土力学
	2002-02-28
Volume	23 Issue:1 Pages:23-26,30
Abstract	通过对大量模型试验结果的分析，提出了简便合理的水平荷载作用下单桩的计算方法。该方法将常用m法中单一m值与位移建立指数关系，并由b_m及k两参数来描述。将这一关系引入常用单桩m法计算中，则计算结果可考虑单桩非线性响应的影响。
Keyword	单桩水平荷载 P-y曲线
Indexed By	CSCD
Language	中文
Funding Organization	中国科学院‘八五’重大项目基金资助(编号:KY85-11)
CSCD ID	CSCD:1017249
Citation statistics	Cited Times:27[CSCD] [CSCD Record]
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/41808
Collection	力学所知识产出(1956-2008)
Corresponding Author	王梅
Recommended Citation GB/T 7714	王梅,楼志刚,李建乡,等. 水平荷载作用下单桩非线性m法试验研究[J]. 岩土力学,2002,23,1,:23-26,30.
APA	王梅,楼志刚,李建乡,&赵京.(2002).水平荷载作用下单桩非线性m法试验研究.岩土力学,23(1),23-26,30.
MLA	王梅,et al."水平荷载作用下单桩非线性m法试验研究".岩土力学 23.1(2002):23-26,30.

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