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杨骏堂, 刘元雪, 郑颖人, 柏准, 赵久彬. 剪胀型土的试验大数据深度挖掘与本构关系研究[J]. 岩土工程学报, 2021, 43(3): 520-529. DOI: 10.11779/CJGE202103015
引用本文: 杨骏堂, 刘元雪, 郑颖人, 柏准, 赵久彬. 剪胀型土的试验大数据深度挖掘与本构关系研究[J]. 岩土工程学报, 2021, 43(3): 520-529. DOI: 10.11779/CJGE202103015
YANG Jun-tang, LIU Yuan-xue, ZHENG Ying-ren, BAI Zhun, ZHAO Jiu-bin. Deep mining of big data of tests and constitutive relation of dilative soils[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(3): 520-529. DOI: 10.11779/CJGE202103015
Citation: YANG Jun-tang, LIU Yuan-xue, ZHENG Ying-ren, BAI Zhun, ZHAO Jiu-bin. Deep mining of big data of tests and constitutive relation of dilative soils[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(3): 520-529. DOI: 10.11779/CJGE202103015

剪胀型土的试验大数据深度挖掘与本构关系研究

Deep mining of big data of tests and constitutive relation of dilative soils

  • 摘要: 由于受到传统本构理论的约束以及未对土体基本力学特性的共同变化规律进行深入研究,使得当前建立的大多数本构模型并不能良好的反映土体实际变形机制。搭建了基于Hadoop+Spark的大数据处理平台,结合泛函网络和AIC评判准则,提出了一种能用于剪胀型土试验大数据深度挖掘研究的分布式自适应自回归算法。利用该算法,基于各塑性系数的大数据特征关系,再结合其显著性和次要影响因素的综合作用,在广义塑性力学的理论基础上建立了剪胀型土的本构模型。通过模型的验证试验,结果表明本文模型的预测效果要优于修正剑桥模型和考虑剪胀性的类剑桥模型,并且对不同应力路径下的剪胀型土的本构特性具有更强的适应性。将大数据技术和广义塑性力学应用于土的本构关系研究,有效突破了传统本构理论的束缚,具有更为广泛的理论意义,同时也为土的本构关系研究提供了新的思路。

     

    Abstract: Due to the restriction of the traditional constitutive theory and the lack of in-depth studies on the common change laws of the basic mechanical characteristics of soils, most of the constitutive models established at present cannot reflect the actual deformation mechanism of soils well. A big data processing platform of Hadoop and Spark is built. By using the functional network and the AIC criteria, a distributed adaptive auto-regressive algorithm is proposed for deep mining of big data of tests on dilative soils. Based on the big data characteristic relationship of each plastic coefficient, combined with its significant and secondary influence factors, the constitutive model for dilative soils is established based on the theory of generalized plastic mechanics. Through the model verification experiments, the results show that the proposed model is better than the modified Cambridge model and the similar Cambridge model considering the dilatancy, and has strong adaptability to the expression of the mechanical properties of the dilative soils under different stress paths. The big data technology and generalized plastic mechanics are applied to the studies on the constitutive relationship of soils, which effectively breaks through the shackles of the traditional constitutive theory, and is of more extensive theoretical significance. At the same time, it also provides a new idea for the studies on the constitutive relationship of soils.

     

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