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基于互相关函数的单孔法波速测试优化算法
引用本文:侯兴民,杨学山,廖振鹏,薄景山.基于互相关函数的单孔法波速测试优化算法[J].岩土力学,2006,27(7):1161-1165.
作者姓名:侯兴民  杨学山  廖振鹏  薄景山
作者单位:1. 烟台大学,土木工程学院,山东,烟台,264005;中国地震局工程力学研究所,哈尔滨,150080
2. 中国地震局工程力学研究所,哈尔滨,150080
3. 中国地震局工程力学研究所,哈尔滨,150080;哈尔滨工程大学,哈尔滨,150001
4. 吉林省地震局,长春,130022
基金项目:烟台大学校科研和教改项目
摘    要:土的剪切波速是岩土工程领域的一个重要参数.建筑场地类别划分、地基饱和砂土液化判别、地震反应分析等都依赖于剪切波速,由于其重要性,对它的测定技术和精确程度应重点研究.针对工程中广泛采用的单孔法剪切波速测试,提出了一种基于互相关函数计算土层剪切波速的优化算法.克服了传统数据处理方法中经常遇到的负波速、波速数值明显过大或过小和同一土层各测点波速差别较大等4种不合理因素,提高了数据分析的精度和效率.

关 键 词:剪切波速  单孔法  互相关函数  优化算法
文章编号:1000-7598-(2006)07-1161-05
收稿时间:2005-03-09
修稿时间:2005-07-14

An optimized approach for single-hole method of shear wave velocity measurement based on correlation functions
HOU Xing-min,YANG Xue-shan,LIAO Zhen-peng,BO Jing-shan.An optimized approach for single-hole method of shear wave velocity measurement based on correlation functions[J].Rock and Soil Mechanics,2006,27(7):1161-1165.
Authors:HOU Xing-min  YANG Xue-shan  LIAO Zhen-peng  BO Jing-shan
Institution:1.Yantai University, Yantai 264005, China; 2.Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China; 3.Harbin Engineering University, Harbin 150001, China; 4.Earthquake Administration of Jilin Province, Changchun 130022, China
Abstract:Soil shear wave velocity is an important parameter of earthquake engineering. Classification of engineering site sort, reassessment of saturated sandy soil liquefaction and subsoil earthquake response analysis all depend on subsoil shear wave velocity. An optimized approach for single-hole method of shear wave velocity measurement is presented. The approach overcomes main irrationalities of minus velocities, over-large and over-small velocities and large velocity differences among measuring points in the same layer of traditional analysis method, improves the data processing precision and efficiency of single-hole method.
Keywords:shear wave velocity  single-hole method  correlation function  optimized approach
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