| 泥浆护壁机理的研究 |
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| 引用本文： | 李生才,邓文樵.泥浆护壁机理的研究[J].辽宁工程技术大学学报(自然科学版),1990(2). |
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| 作者姓名： | 李生才 邓文樵 |
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| 作者单位： | 阜新矿业学院工程结构教研室
(李生才)，阜新矿业学院工程结构教研室(邓文樵) |
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| 摘 要： | 本文从泥浆的性能和土层的特点出发,对混凝土帷幕凿井法泥浆护壁机理进行了研究。首先从泥浆渗透作用与泥皮的形成过程研究了泥浆的性能对槽壁稳定性的作用,然后研究了泥浆对整个槽壁稳定性的作用以及泥浆对单个土颗粒的作用进行了研究。
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| 关 键 词： | 泥浆 护壁 槽壁稳定性 触变性 渗透作用 槽壁坍塌 |
THE STUDY OF THE MECHANISM OF DADO WITH SLURRY |
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| Li Shengcai Deng Wenqiao.THE STUDY OF THE MECHANISM OF DADO WITH SLURRY[J].Journal of Liaoning Technical University (Natural Science Edition),1990(2). |
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| Authors: | Li Shengcai Deng Wenqiao |
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| Institution: | Li Shengcai Deng Wenqiao |
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| Abstract: | In view of the property of slurry and the peculiarity of true soil, the mechanism of slurry dado with concrete curtain wall method in shaft excavation has been studied in this paper. First, from the straining action of slurry and the formation rocedure of mud membrane, the influence of the property of slurry on the stability of the sides of the trench has been, studied, then, the function of slurry to the stability of whole slurry trench has been studied; finally, the function of slurry to single grain in soil has been studied. |
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| Keywords: | slurry dado stability of the sides of trench thixotropy strain-ing action landslip of the sides of the trench |
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