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基于BP人工神经网络的冻土融沉系数预测方法研究 被引量:20

Study on Prediction Method of the Thaw Settlement Coefficient of Freezing Soil Based on BP Artificial Neural Network
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摘要 为促进人工冻结技术在地下工程地基处理中的推广应用,在综合分析人工冻土融沉系数影响因素的基础上,采用BP人工神经网络方法建立人工冻土融沉系数的预测模型。用南京地区典型土质淤泥质黏土、粉质黏土和粉砂的试验数据作为网络模型的学习训练样本和测试样本,对网络模型的预测结果与实测进行对比。结果表明,用人工神经网络方法预测人工冻土融沉系数,结果准确可靠,更接近于实际,是一种很好的预测人工冻土融沉系数的方法。 In order to promote the application of the artificial freezing technology in the foundation treatment of underground engineering, on the basis of analysis of the main faclors influencing the thaw settlement coefficient of artificial freezing soil, models to predict the thaw settlement coefficient of artificial freezing soil were, established by applying the theory of BP artificial neural network (ANN). A large amount of test data from three kinds of soil of Nanjing region (silt clay, mealy clay and mealy sand) was used as learning and training samples to train and test ANN models and the calculated results of the ANN models and the test values were compared and analyzed, which showed that it was comparatively precise to predict the thaw settlement coefficient of artificial freezing soil by ANN technology.
作者 王效宾 杨平
机构地区 南京林业大学
出处 《森林工程》 2008年第5期18-21,共4页 Forest Engineering
基金 江苏省"六大人才高峰"培养计划资助项目(2004)
关键词 人工冻土 融沉系数 神经网络 预测方法 artificial freezing soil thaw settlement coefficient 'artificial neural networks prediction method
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  • 1冯夏庭,王泳嘉,卢世宗.边坡稳定性的神经网络估计[J].工程地质学报,1995,3(4):54-61. 被引量:116
  • 2杨林德.岩土工程问题的反演理论与工程实践[M].北京:科学出版社,1999..
  • 3李庆来.深基开挖变形预测及信息施工[M].杭州:浙江大学,1997..
  • 4朱元林,张家懿.冻土的融化下沉..中国地理协会冰川冻土学术会议论文集.北京:科学出版社,1982..
  • 5崔成汗,周开炯.冻结砂粘土融沉压缩系数的经验公式..中国地理学会冰川冻土学术会议论文集.北京:科学出版社,1982..
  • 6吴紫汪,张家懿,王雅清等.冻土的融化下沉的初步研究..中国科学院兰州冰川冻土研究所集刊2期.北京:科学出版社,1981..
  • 7[8]Panday Sorab, Corapcioglu M Yavuz. Solution and evaluation of permafrost thaw- subsidence model [J]. Journal of Engineering Mechanics, 1995, 121(3): 460-469.
  • 8[9]Ponomarev V D, Sorokin V A, Fedoseev Yu G. Compressibility of sandy permafrost during thawing [J]. Soil Mechanics and Foundation Engineering, 1988, 25(3): 124-128.
  • 9[10]Hildebrand Eldo E. Thaw settlement and ground temperature model for highway design in permafrost areas [A]. Proceedings of the 4th International Conference on Permafrost [C].Washington DC: USA Natl Acad Press, 1983. 492-497.
  • 10[11]Nelson R A, Luscher U, Rooney J W, et al. Thaw strain data and thaw settlement predictions for Alaskan soils [A]. Proceedings of the 4th International Conference on Permafrost [C]. Washington, DC: USA Natl Acad Press, 1983. 912-917.

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