王立朝, 胡瑞林. 2004: 非饱和土含水量对强夯加固效率的研究. 工程地质学报, 12(S1): 108-111.
    引用本文: 王立朝, 胡瑞林. 2004: 非饱和土含水量对强夯加固效率的研究. 工程地质学报, 12(S1): 108-111.
    shu
    WANG Lichao, HU Ruilin. 2004: STUDY ON THE INFLUENCE OF WATER CONTENT OF UNSATURATED SOIL ON THE EFFICIENCY OF DYNAMIC COMPACTION. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 108-111.
    Citation: WANG Lichao, HU Ruilin. 2004: STUDY ON THE INFLUENCE OF WATER CONTENT OF UNSATURATED SOIL ON THE EFFICIENCY OF DYNAMIC COMPACTION. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 108-111.
    shu

    非饱和土含水量对强夯加固效率的研究

    STUDY ON THE INFLUENCE OF WATER CONTENT OF UNSATURATED SOIL ON THE EFFICIENCY OF DYNAMIC COMPACTION

      摘要
    • 摘要: 本文从土体强度构成入手,分析了含水量对土的抗剪强度及夯击效率的影响,并通过试验证明了当土体含水量接近最佳含水量时,强夯加固非饱和土的加固效率最高。

       

      Abstract: Based on the composing of soil strength, the influencing of water content on shear strength and compaction efficiency is analyzed. By way of laboratory test, it proved that the enforcement efficiency is highest when the water content of unsaturated soil is closed to the optimum water content.

       

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