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刘志遐, 郭成超, 朱鸿鹄, 曹鼎峰, 黄锐, 王复明, 董璞. 珊瑚钙质砂导热系数与含水率关系的修正Côté-Konrad模型研究[J]. 岩土工程学报, 2023, 45(11): 2319-2326. DOI: 10.11779/CJGE20220985
引用本文: 刘志遐, 郭成超, 朱鸿鹄, 曹鼎峰, 黄锐, 王复明, 董璞. 珊瑚钙质砂导热系数与含水率关系的修正Côté-Konrad模型研究[J]. 岩土工程学报, 2023, 45(11): 2319-2326. DOI: 10.11779/CJGE20220985
LIU Zhixia, GUO Chengchao, ZHU Honghu, CAO Dingfeng, HUANG Rui, WANG Fuming, DONG Pu. Modified Côté-Konrad model for describing relationship between thermal conductivity and water content of coral calcareous sand[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(11): 2319-2326. DOI: 10.11779/CJGE20220985
Citation: LIU Zhixia, GUO Chengchao, ZHU Honghu, CAO Dingfeng, HUANG Rui, WANG Fuming, DONG Pu. Modified Côté-Konrad model for describing relationship between thermal conductivity and water content of coral calcareous sand[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(11): 2319-2326. DOI: 10.11779/CJGE20220985

珊瑚钙质砂导热系数与含水率关系的修正Côté-Konrad模型研究

Modified Côté-Konrad model for describing relationship between thermal conductivity and water content of coral calcareous sand

  • 摘要: 掌握珊瑚钙质砂的热力学性质对于中国南海人工冻结法施工工艺的优化十分重要,但目前对其研究仍有不足。珊瑚钙质砂颗粒形状不规则、棱角度高,内部传热路径长且曲折,经典Côté-Konrad(CK)模型不能准确描述其含水率与导热系数之间的关系。提出相对颗粒评价参数\mu ,并结合CK模型得到了改进模型(modified Côté-Konrad模型,简称MCK模型),用于定量描述非冻结状态下珊瑚钙质砂含水率与导热系数的关系。结果表明:非冻结状态下,MCK模型对珊瑚钙质砂导热系数的预测结果远远好于经典CK模型,改进后MAE,RMSE和MAPE分别从0.286,0.098 W/m℃和40%下降至0.098,0.011 W/m℃和10%。在冻结状态下,由于冰增强了砂土颗粒之间的联结,从而降低了颗粒形状不规则对导热系数的影响程度,因此经典CK模型仍然适用。

     

    Abstract: The artificial freezing construction process is determined through the thermal properties of coral calcareous sand in the South China Sea, however, the heat transfer among calcareous sand particles is still unclear. The classic Côté-Konrad (CK) model is difficult to be directly used in calcareous sand because of the irregular shape, high angularity and long heat transfer path among particles. To fill this gap, a relative particle evaluation parameter (\mu ) is defined, and a modified CK (MCK) model is established with consideration of \mu . The MCK model is used to describe the relationship between water content and thermal conductivity in unfrozen calcareous sand. A serious of laboratory tests are conducted to verify the MCK model. The results indicate that the mean absolute error, root mean square error and mean absolute percentage error are 0.098 W/m℃, 0.011 W/m℃ and about 10%, respectively, which are much less than those of CK model (0.286 W/m℃, 0.098 W/m℃ and 40%). In the frozen calcareous sand, the CK model is still applicable because ice can fill the surface pores of solid particles and enhance connectivity, which reduces the influences of particle shape on thermal conductivity.

     

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