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涂文靖, 郑明新, 左威, 孔祥营. 彭湖高速公路软土地基填土间隔时间对沉降的影响分析[J]. 岩土工程学报, 2011, 33(zk1): 230-233.
引用本文: 涂文靖, 郑明新, 左威, 孔祥营. 彭湖高速公路软土地基填土间隔时间对沉降的影响分析[J]. 岩土工程学报, 2011, 33(zk1): 230-233.
TU Wen-jing, ZHENG Ming-xin, ZUO Wei, KONG Xiang-ying. Effect of filling interval time on settlement of subgrade in soft foundation of Pengze-Hukou highway[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 230-233.
Citation: TU Wen-jing, ZHENG Ming-xin, ZUO Wei, KONG Xiang-ying. Effect of filling interval time on settlement of subgrade in soft foundation of Pengze-Hukou highway[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 230-233.

彭湖高速公路软土地基填土间隔时间对沉降的影响分析

Effect of filling interval time on settlement of subgrade in soft foundation of Pengze-Hukou highway

  • 摘要: 以彭湖高速公路软基填筑过程中的沉降变形为研究对象,阐述了软土沉降监测方案,依据现场监测数据发现填土间隔对地基沉降量有一定的影响,通过太沙基固结理论和以比奥固结理论为基础的数值模拟对此进行了进一步分析。分析结果显示较长的分层填土间隔时间能够减小总沉降量,有效减小路基坡脚产生的水平位移,但会延长地基的固结过程。

     

    Abstract: The settlement and deformation in the soft foundation of Pengze-Hukou Highway during construction process are taken as the research object. The monitoring programme on the soft foundation is discussed. The observed data of settlement of subgrade show that the filling interval has some effect on the settlement. Analytic results indicate that longer filling interval time will extend the consolidation process of subgrade, but it can reduce the total settlement and the horizontal displacement of embankment toe.

     

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