- 摘 要
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彭惠 李文勇 陳竹昌
（同濟(jì)大學(xué)地下建筑與工程系 上海 200092）[提要] 結(jié)合某工程地基處理實例，對不同強(qiáng)夯加固方案的現(xiàn)場量測（包括地面變形、超靜孔隙水壓力和地面振動加速度）結(jié)果進(jìn)行詳細(xì)的分析探討，提出了應(yīng)用強(qiáng)夯技術(shù)加固飽和軟土地基的可行性及若干有效的輔助措施。
[關(guān)鍵詞] 強(qiáng)夯 軟土地基 地面變形 超靜孔隙水壓力 地面振動 加速度Through certain engineering example of ground treatment, authors analyze and study the field measurements results of different stabilization plans of dynamic consolidation, including suface deformation, excess hydrostatic pore water pressure and surface acceleration of vibration, and put forward the feasibility of stabilizing saturated soft soil foundation by dynanuc consolidation method and several effective auxiliary measures.
Keywords: dynamic consolidation; soft soil foundation; surface deformation; excess hydrostatic pore water pressure; surface; acceleration; vibration
