【摘要】 结合某工程采用6000 kN·m高能量强夯处理湿陷性黄土地基和人为采金遗留的不良地质体的工程实践,分析研究了高能量强夯的加固机理、施工工艺、有效加固深度、影响深度的计算方法及有关参数,探讨了该技术处理湿陷性黄土地基和不良地质体的优点与适用性等问题。更多还原

【Abstract】 Combining with an collapsible loess site with which was dealt by 6000 kN ~ m high energy strong rammer to eliminate collapsibility and unfavorable geology,the reinforce mechanism,constructing techniques,effective reinforce depth,af- fecting depth and constructing parameters were analyzed,and the advantages and applicability of this method in deal with col- lapsed loess and unfavorable geology were discussed.更多还原