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Experiment on deformation rule of Dianchi peat soil under seepage in Kunming Basin

机译:昆明盆地渗流下滇池土壤变形规律试验

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摘要

In present, the special deformation character of Dianchi peat soil in Kunming Basin is a difficult problem for engineering construction in large scale. The deformation mechanism of the peat soil under seepage and the seepage rule in the peat soil impacted by deformation are still challenging problems in soil mechanics field. The main problem is that the deformation rule in peat soil is very complex and the deformation inside can't be effective observed directly. Also the deformation mechanism caused by seepage has been less studied in existing achievements. In this paper, the tester has been designed and the seepage pressure and peat soil deformation has been monitored and much data has been obtained. Base on the data, the deformation rule under seepage has been discovered initially and the model of it has been constructed. The model of the deformation of peat soil under seepage will be a good theoretical basic for the engineering construction on Dianchi peat soil in Kunming Basin.
机译:目前,昆明盆地滇池土壤的特殊变形特征是大规模工程建设的难题。渗流下泥炭土壤的变形机制及变形影响的泥炭土壤中的渗流规则仍然挑战土壤力学领域的问题。主要问题是泥炭土壤中的变形规则非常复杂,并且直接无效地检测到内部的变形。此外,渗流引起的变形机制在现有的成果中已经减少了。在本文中,设计了测试仪,并监测了渗流压力和泥炭土壤变形,并获得了许多数据。基于数据,最初发现了渗漏的变形规则,并且已经构建了它的模型。渗水下泥炭土壤变形模型将是昆明盆地滇池土壤工程建设的良好理论基础。

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