摘要
基于埋置框架的回传射线矩阵法,研究土体刚度对埋置框架速度波的影响,探讨接收点对成层地基中的有缺陷埋置框架轴向速度波的影响规律,比较有缺陷埋置框架与有缺陷单桩基础的轴向速度波.结果表明:土体刚度对成层地基中的埋置框架横向速度波影响较大,有缺陷埋置框架与有缺陷单桩基础的轴向速度波有较好的一致性.
Local defects are described by reducing Young＇s modulus and shear modulus of defective pile in frame structure embedded partially in soil. Based on the method of reverberation-ray matrix, the effects of soil stiffness and receiving point on velocity wave are studied for the frame structure embedded partially in layered soil, and the axial wave of defective frame structure embedded partially in layered soil is compared with that of defective pile foundation. It is found that the soil stiffness has great effect on the flexural wave, and the axial wave of defective frame structure embedded partially in layered soil is similar to that of defective pile foundation.
出处
《固体力学学报》
CAS
CSCD
北大核心
2007年第2期164-171,共8页
Chinese Journal of Solid Mechanics
基金
兰州交通大学"青蓝"人才工程基金计划(QL0507A)
甘肃省建设科技计划项目
甘肃省自然科学基金(3ZS061-A25-042)资助.
关键词
回传射线矩阵法
埋置框架
瞬态波动
检测
弹性波
reverberation-ray matrix, frame structure embedded partially in soil, transient wave, testing, elastic wave
