ISSN 1000-3665 CN 11-2202/P
    汤志刚, 阎长虹, 邵勇, 蔡晶晶, 徐杨, 王玉海. 复杂地基上堆载速度对地基沉降的影响分析[J]. 水文地质工程地质, 2011, 38(5): 26-30.
    引用本文: 汤志刚, 阎长虹, 邵勇, 蔡晶晶, 徐杨, 王玉海. 复杂地基上堆载速度对地基沉降的影响分析[J]. 水文地质工程地质, 2011, 38(5): 26-30.
    TANGZhi-gang, . Settlement analysis of load rate on the complex soil foundation[J]. Hydrogeology & Engineering Geology, 2011, 38(5): 26-30.
    Citation: TANGZhi-gang, . Settlement analysis of load rate on the complex soil foundation[J]. Hydrogeology & Engineering Geology, 2011, 38(5): 26-30.

    复杂地基上堆载速度对地基沉降的影响分析

    Settlement analysis of load rate on the complex soil foundation

    • 摘要: 复杂地基上进行堆山工程主要存在地基的不均匀沉降和剪切破坏等工程地质问题,特别是堆山地基岩土体分布不均匀引起的地基差异沉降问题,必须对其进行科学计算分析,给出地基处理的对策和人工堆积边坡的加固措施。为了减小沉降变形给工程带来的不良影响,拟采用分层碾压填筑、控制填土堆填速度、通过所堆岩土体荷载使地基土层固结来提高地基的承载力。同时为了保证堆山工程安全,对不同加载速度条件下地基固结沉降进行计算分析,给出最佳堆载工期,按此最佳堆载工期进行堆填以满足工程的安全设计要求。

       

      Abstract: The pile mountain engineering on complex soil foundation area exists two engineering geological problems: settlement of deformation and destruction of shear deformation.These two aspects must be calculated reasonably and scientifically to predict and determine the foundation treatment countermeasures and slope reinforcement.Through calculations and analyses,the project area has a large settlement.In order to reduce the ill effects of settlement to the project,we use stratified rolling filling,an...

       

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