竖向直排冻结斜井模拟试验及冻土稳定性研究
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摘要
斜井冻结工程多采用竖向直排冻结方式,而针对该方式所形成温度场和冻胀力的研究比较少见。本文进行了竖向直排冻结斜井模型大尺度三维模拟试验,通过试验数据分析,研究了冻结壁的形成过程、温度和水平冻胀力的分布规律。根据土体冻胀和冻结锋面移动规律,进行了符合工程要求的合理简化,推导了竖向直排冻结的温度场分布、冻结壁平均温度预测方程,建立了冻结壁周边任意位置的土体冻胀力的计算模型。针对辽宁双树子煤矿斜井冻结工程进行了理论计算,并利用FLAC3D程序对竖向直排冻结温度场和应力场进行了数值模拟。理论计算和数值模拟的结果与现场实测数据吻合较好,说明了理论公式的科学性和合理性,对研究和防治竖向直排冻结引发土体冻胀问题具有重要的参考价值和实用意义。
Vertical straight multi-row freezing was commonly used in inclined shaft freezing construction. Researches on temperature and forst heaving force in this condition were seldom introduced. In this dissertation, a3-Dimensional large-scale inclined shaft model experiment was conducted, which could simulate process of vertical straight multi-row freezing. The frozen wall's forming process, temperature distribution and frost frontal surface's movement was analyzed by experimental data. According to mechanism of frost heave and freezing front, simplification hypothesis adopted here comply with engineering practice. Further, the temperature distribution, average temperature of frozen wall, and frost heaving force analytical calculation model were introduced, and obtain soil frost heaving force's estimated values in any frozen wall surrounding position were also presented. Engineering parameters of Shuang Shuzi Coalmine inclined shaft freezing project in Liaoning province were studied, Using FLAC, a numerical simulation was conducted to the temperature and forst heave force. The comparison on the field test data and the analytical results shows good agreement. So the feasibility of the theoretical calculations under the simplified assumptions was verified. For studying and preventing of soil frost heaving phenomenon caused by artificial vertical freezing, this dissertation could provide important reference value and practical signifiance.
Vertical straight multi-row freezing was commonly used in inclined shaft freezing construction. Researches on temperature and forst heaving force in this condition were seldom introduced. In this dissertation, a3-Dimensional large-scale inclined shaft model experiment was conducted, which could simulate process of vertical straight multi-row freezing. The frozen wall's forming process, temperature distribution and frost frontal surface's movement was analyzed by experimental data. According to mechanism of frost heave and freezing front, simplification hypothesis adopted here comply with engineering practice. Further, the temperature distribution, average temperature of frozen wall, and frost heaving force analytical calculation model were introduced, and obtain soil frost heaving force's estimated values in any frozen wall surrounding position were also presented. Engineering parameters of Shuang Shuzi Coalmine inclined shaft freezing project in Liaoning province were studied, Using FLAC, a numerical simulation was conducted to the temperature and forst heave force. The comparison on the field test data and the analytical results shows good agreement. So the feasibility of the theoretical calculations under the simplified assumptions was verified. For studying and preventing of soil frost heaving phenomenon caused by artificial vertical freezing, this dissertation could provide important reference value and practical signifiance.
引文
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