摘要
在静动力排水固结法加固淤泥软基时进行场地震动加速度的原位测试,分析了该条件下冲击震动加速度的传播衰减规律及求得夯击安全距离,并利用该规律确定收锤标准以及提供夯后淤泥软基处理效果评估依据。
Based on in - situ tests on the vibration acceleration of treated mud ground with the method of static - dynamic drainage consolidation（ MSDDC）, the text utilized law which the vibration acceleration produced by impacting with the increase of the distance analysis how to ensure the vibrating distance of safety , the effective beat and guided affect application with monitor the effect.
出处
《建筑技术开发》
2007年第4期32-34,111,共4页
Building Technology Development
关键词
淤泥软土地基
静动力排水固结
震动规律
试验及分析
Mud ground Static-dynamic drainage consolidation Vibration law Test and analysis
