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动静载荷试验法荷载-沉降曲线分析方法研究
引用本文:张学峰,马晔,闫仙丽,刘镇,钱晓明. 动静载荷试验法荷载-沉降曲线分析方法研究[J]. 公路交通科技, 2010, 27(4)
作者姓名:张学峰  马晔  闫仙丽  刘镇  钱晓明
作者单位:1. 交通运输部公路科学研究院,北京,100088
2. 西安建筑科技大学,陕西,西安,710055
3. 杭州公科路桥技术有限公司,浙江,杭州,310053
4. 浙江浙西高速公路管理有限公司,浙江,杭州,310014
基金项目:交通运输部公路科学研究院科研创新项目;;2008年北京市科技计划资助项目(D08050303450801)
摘    要:为将准静荷载试验法中动态荷载-沉降曲线转换为静态荷载-沉降曲线,并尽量与工程实际相接近,对已有分析方法进行了适用性探讨和分析比较,在原有理论基础上提出了新的C模型分析方法,将整个试验过程中桩-土系统的阻尼系数按照理论前提随时间变化分为3段,各段分别计算,最后组合成随时间变化的阻尼系数曲线。然后根据单质点模型的平衡方程计算出静态P-S曲线。借助大型计算软件MATLAB,对具体工程实例分别采用已有方法与C模型法分别进行编程计算。计算结果表明:C模型法计算出的静态P-S曲线处于由卸载点法和起始刚度法得出的静态曲线之间,该方法能较合理地分析准静载荷试验法的荷载-沉降曲线。

关 键 词:道路工程  荷载-沉降曲线  C模型  准静载荷试验法  

Analytic Method of Load-settlement Curve in Statnamic Load Testing
ZHANG Xuefeng,MA Ye,YAN Xianli,LIU Zhen,QIAN Xiaoming. Analytic Method of Load-settlement Curve in Statnamic Load Testing[J]. Journal of Highway and Transportation Research and Development, 2010, 27(4)
Authors:ZHANG Xuefeng  MA Ye  YAN Xianli  LIU Zhen  QIAN Xiaoming
Affiliation:1.Research Institute of Highway;Ministry of Transport;Beijing 100088;China;2.Xi'an University of Architecture and Technology;Xi'an Shaanxi 710055;3.Hangzhou Gongke Bridge Technology Co.;Ltd.;Hangzhou Zhejiang 310053;4.Hangzhou Zhexi Highways Management Co.;Hangzhou Zhejiang 310014;China
Abstract:In order to convert the dynamic loadsettlement curve in statnamic load testing to a static load-settlement curve and make it as closely as possible to the practice,the existing methods were analyzed and compared.Based on the existing theory,a new C model method were proposed,in which in accordance with the theoretical premises the damping coefficient of the pile-soil system was divided into three sections during the whole course of the experiment,each section was calculated separately and finally combined i...
Keywords:road engineering  load-settlement curve  C model  statnamic load testing  
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