赵海英, 李最雄, 韩文峰, 王旭东, 谌文武. 2004: 战国秦长城夯土的工程特性. 工程地质学报, 12(S1): 94-97.
    引用本文: 赵海英, 李最雄, 韩文峰, 王旭东, 谌文武. 2004: 战国秦长城夯土的工程特性. 工程地质学报, 12(S1): 94-97.
    ZHAO Haiying, LI Zuixiong, HAN Wenfeng, WANG Xudong, CHENG Wenwu. 2004: THE ENGINEERING GEOLOGICAL PROPERTIES OF THE CH'IN-GREAT WALL OF THE WARNING STATES PERIOD. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 94-97.
    Citation: ZHAO Haiying, LI Zuixiong, HAN Wenfeng, WANG Xudong, CHENG Wenwu. 2004: THE ENGINEERING GEOLOGICAL PROPERTIES OF THE CH'IN-GREAT WALL OF THE WARNING STATES PERIOD. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 94-97.

    战国秦长城夯土的工程特性

    THE ENGINEERING GEOLOGICAL PROPERTIES OF THE CH'IN-GREAT WALL OF THE WARNING STATES PERIOD

    • 摘要: 战国秦长城夯土历经了千年的风雨和长时间压实作用,其物理力学指标与目前保存现状有很好的一致性,因多种病害的发育,孔隙已较大,干密度相对也有所降低。力学指标有明显的各向异性。通过对夯土物理力学指标的研究,将为针对性进行保护加固提供有力的数据和依据。

       

      Abstract: With having suffered exogenetic force destructive effect and compacting action about two thousand years, the physical and mechanical index of the Ch'in-Great Wall of the Warning States Period has good relativity with present actuality . Because of having developed many diseases, the ramming soil's pore is more larger and the dry density became lower. The mechanical index represents visible anisotropism. By using above-mentioned physical and mechanical index, we can give impactful datas and reference for protecting the costing cultural heritage.

       

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