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桩基动测法建模的研究
引用本文:陈保家,李力,朱大林.桩基动测法建模的研究[J].三峡大学学报(自然科学版),2001,23(3):250-254.
作者姓名:陈保家  李力  朱大林
作者单位:三峡大学机械与材料学院,
摘    要:目前工程施工中对桩基质量和实际承载能力的检测大量采用动测法,通过测试中获得的动态参数间接求桩基的静态参数,基于对目前最常用的动测法研究的基础上,提出了具有普遍性规律的4种建模形式,且对每一种模型的理论基础、计算方程都进行了详细的分析、推导,根据每一种建模形式的特点,在动测法与建模形式之间建立起有机的联系,并通过试验,验证了桩基动测法建模研究的实际意义,对其他动测法的提出也作了理论性的探讨。

关 键 词:桩基  动测法  承载力
文章编号:1007-7081(2001)03-0250-05
修稿时间:2000年9月25日

Research on Pile Foundation Modeling Forms of Dynamic Measurement Methods
Chen Baojia,Li Li,Zhu Dalin.Research on Pile Foundation Modeling Forms of Dynamic Measurement Methods[J].Journal of China Three Gorges University(Natural Sciences),2001,23(3):250-254.
Authors:Chen Baojia  Li Li  Zhu Dalin
Abstract:Nowadays many dynamic measurement methods are used to detect the quality and real bearing capacity of piles in engineering construction. Static parameters are reflected by dynamic parameters indirectly. The four modeling forms are offered on the research of some frequently used dynamic methods. Each model's theory and computation equation are also analyzed and deduced in detail. The organic relationship between dynamic measurement methods and modeling forms is made through each form's characteristic. The practical significance of dynamic measurement method's modeling is tested by experimental results.
Keywords:pile foundation  dynamic measurement method  modeling
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