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基于LS-DYNA强夯冲击数值模拟

Numerical Modeling of Dynamic Consolidation Using LS-DYNA

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【作者】 秦小勇李晓杰Dik.voerman赵铮徐涛

【Author】 QIN Xiaoyong1,3,LI Xiaojie2,Dik.voerman4,ZHAO Zheng2,XU Tao4(1.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;2.Department of Engineering Mechanics,Dalian University of Technology,Dalian 116024,China;3.PDA Headquarters of Key Project Construction,Dalian 116001,China;4.ODFJELL Terminals(Dalian) Ltd.,Dalian 116001,China)

【机构】 大连理工大学土木工程学院岩土工程研究所大连理工大学力学系大连港湾储罐码头有限公司大连港湾储罐码头有限公司 辽宁大连116024大连港重点工程指挥部辽宁大连116001辽宁大连116024

【摘要】 针对强夯过程中,在夯击点及其周围存在局部大变形现象,采用大变形理论对强夯振动进行分析,并利用LS-DYNA有限元软件对强夯过程中土体变形的瞬态过程进行数值模拟,得到的速度时程数据与实际测量的数据比较接近。采用量纲分析的方法得到质点垂直振动速度与距离和夯锤重量的关系式,根据实测数据拟合出真实场地上振动速度的关系,拟合公式为预测强夯振动提供了一个新方法,对预测类似工程因强夯产生的振动对相邻建构筑物的影响有一定的指导意义。

【Abstract】 In the process of dynamic consolidation,some hammered spots and their surrounding exist large deformation,This paper analyzes the vibration of dynamic consolidation with the large deformation theory and uses LS-DYNA finite element program to modeling the process of dynamic consolidation.The velocity-time data acquired in the analysis are close to the actual data measured in dynamic consolidation.Using dimension analyzing method reasons a relational formula between vibration velocity and weight of the hammer.And the author uses the actual measured data to imitate the relationship of the vibration velocity.The formula provides a new method to forecast the vibration of dynamic compaction,which makes sense for the similar construction work to forecast the impact for adjacent buildings.

  • 【文献出处】 水运工程 ,Port & Waterway Engineering , 编辑部邮箱 ,2007年09期
  • 【分类号】U655.54
  • 【被引频次】10
  • 【下载频次】424
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