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低应变动测基桩承载力相对位移法初探 被引量:1
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作者 蔡若涛 蔡家雄 《物探与化探》 CAS CSCD 2002年第2期163-164,F003,共3页
桩土体系受自由落锤冲击后 ,桩头所产生的相对位移 ,是桩土体系动刚度对作用荷载之间的动力响应。基桩低应变动测中 ,采用速度传感器直接测出桩头的相对位移 ,在推算单桩竖向承载力时 ,有助于降低对桩土体系固有频率测定值的过分依赖 。
关键词 相对位移法 峰峰 峰峰时 速度积分 基桩承载力 速度传感器
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Measurement and characteristics of ground vibration caused by blasting demolition of urban overpass
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作者 Hu Jinjun Yang Yongqiang Guan Yingjun 《Engineering Sciences》 EI 2014年第6期100-106,共7页
To analyze the characteristics of ground vibration caused by blasting demolition of urban overpass, in this paper we introduced the measurement method and then studied the characteristics of recorded ground vi- bratio... To analyze the characteristics of ground vibration caused by blasting demolition of urban overpass, in this paper we introduced the measurement method and then studied the characteristics of recorded ground vi- brations. Through the analysis of peak acceleration, peak frequency and duration, results indicated that the ver- tical component of vibration is the most important in the region close to the collapse point; the collapse of bridge segments will lead to superposition of ground vibration, and isolation measures can reduce the peak ac- celeration but increase the duration of vibration; blasting and collapse vibration cause no damage to the re- served structure which indicates that blastin~ demolition is a safe and effective method. 展开更多
关键词 blasting demolition urban overpass COLLAPSE ground vibration ACCELERATION
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