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Prediction of recompression index using GMDH-type neural network based on geotechnical soil properties

机译:基于岩土属性的GMDH型神经网络对再压缩指数的预测

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Settlement based design for shallow foundations realizing the consolidation aspect is a major challenge in geotechnical engineering. The recompression index (C-r) from the oedometer test is used to estimate the consolidation settlement of over-consolidated (OC) clays. Since the determination of C-r from oedometer tests is relatively time-consuming and is usually determined for a single unloading, empirical equations based on index properties can be useful for settlement estimation. Correlations have been proposed to relate the C-r of clay deposits to other soil parameters. Since existing equations are incapable of estimating C-r well, artificial intelligence methods are used to predict them. In the present study, a Group Method of Data Handling (GMDH) type neural network is used to estimate the C-r from more simply determined index properties such as the liquid limit (LL) and initial void ratio (e(0)) as well as specific gravity (G(s)). In order to assess the merits of the proposed approach, a database containing 344 data sets has been compiled from case histories via geotechnical investigation sites in the province of Mazandaran, along the southern shoreline of the Caspian Sea, Iran. In addition to the physical properties mentioned already, the natural water content (omega(n)), plastic index (PI) and dry density (gamma(d)) were also included in the model development. A comparison was carried out between the experimentally measured recompression indexes and the predictions in order to evaluate the performance of the GMDH neural network method. The results demonstrate that an improvement with respect to the other correlations has been achieved. Finally, a sensitivity analysis of the obtained model was performed to study the influence of the input parameters on the model output. The sensitivity analysis reveals that e(0) and LL have significant influence on predicting C-r. (C) 2015 The Japanese Geotechnical Society. Production and hosting by Elsevier B.V. All rights reserved.
机译:浅层基础的基于沉降的设计实现固结方面是岩土工程中的主要挑战。里程表测试的再压缩指数(C-r)用于估计超固结(OC)粘土的固结沉降。由于从里程表测试确定C-r相对比较费时,并且通常是针对单个卸载确定的,因此基于指标属性的经验方程式可能对沉降估算有用。已提出相关性以将粘土沉积物的C-r与其他土壤参数相关联。由于现有方程式无法很好地估计C-r,因此使用人工智能方法对其进行预测。在本研究中,使用分组数据处理(GMDH)型神经网络从更简单确定的指标属性(例如液位(LL)和初始空隙率(e(0))以及比重(G(s))。为了评估该方法的优点,已通过沿伊朗里海南部海岸线的Mazandaran省的岩土工程勘测站点从案例历史中收集了一个包含344个数据集的数据库。除了已经提到的物理特性,自然水含量(omega(n)),塑性指数(PI)和干密度(gamma(d))也包括在模型开发中。为了评估GMDH神经网络方法的性能,对实验测得的再压缩指数与预测值进行了比较。结果表明,已经实现了相对于其他相关性的改进。最后,对获得的模型进行敏感性分析,以研究输入参数对模型输出的影响。敏感性分析表明,e(0)和LL对C-r的预测有重要影响。 (C)2015年日本岩土学会。 Elsevier B.V制作和托管。保留所有权利。

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