强夯施工对塑性混凝土防渗墙的振动测试分析

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振动与冲击 ›› 2012, Vol. 31 ›› Issue (1) : 68-71,1.

论文

强夯施工对塑性混凝土防渗墙的振动测试分析

陆凡东; 方　向; 董　文; 丁　凯; 李　栋

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Testing and analysis on vibration of Plastic concrete impermeable wall caused by dynamic compaction

ＬＵＦａｎｄｏｎｇ; ＦＡＮＧＸｉａｎｇ; ＤＯＮＧＷｅｎ; ＤＩＮＧＫａｉ; ＬＩＤｏｎg

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摘要

提出强夯施工时塑性混凝土防渗墙的振动测试方案。试夯数据表明，加速度控制指标0.1g比速度控制指标5cm/s更加严格；给出5个不同能级对应第一、二遍点夯的安全保护范围。基于Hilbert-Huang Transform信号方法的时频分析可知，不同夯击能级引起塑性混凝土防渗墙墙体测点的振动主频均小于20Hz；强夯施工对埋深仅为5m的塑性混凝土防渗墙的振动影响，瑞利波占主导地位，表现为墙体上端率先振动，且振动强度最大；塑性混凝土防渗墙沿墙高的垂向应力分布比较均匀；瑞利波由于受地基分层的频散影响，当主频降低时，波速和波长增加，最大瞬时能量和主频对应能量小幅增加

Abstract

A plan based on vibration test of plastic concrete impermeable wall caused by dynamic compaction is presented. Experimental data shows: acceleration control index 0.1g is more stringent than speed control index 5cm/s; safety protection ranges of five different damping energy levels are given. Based on time-frequency analysis of HHT method, dominant frequencies of monitor points of plastic concrete impermeable wall under different damping energy levels are lower than 20Hz; Rayleigh wave plays a dominant role on vibration of plastic concrete impermeable wall which is buried five meters deep under the land surface, performed as the top of the wall vibrated firstly and the largest data appeared at the top; stress distributes uniformly along the wall in the vertical direction; due to the influence of layered foundation to Rayleigh wave, when dominant frequency descends ,wave velocity and wave length are increased, so do maximum instantaneous energy and energy at dominant frequency.

导出引用

陆凡东;方　向;董　文;丁　凯;李　栋. 强夯施工对塑性混凝土防渗墙的振动测试分析[J]. 振动与冲击, 2012, 31(1): 68-71,1

ＬＵＦａｎｄｏｎｇ;ＦＡＮＧＸｉａｎｇ;ＤＯＮＧＷｅｎ;ＤＩＮＧＫａｉ;ＬＩＤｏｎg. Testing and analysis on vibration of Plastic concrete impermeable wall caused by dynamic compaction[J]. Journal of Vibration and Shock, 2012, 31(1): 68-71,1