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Uplift capacity of suction caisson in clay using multivariate adaptive regression spline

机译:基于多元自适应回归样条的黏土沉井提升能力

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This study adopts Multivariate Adaptive Regression Spline (MARS) model for determination of uplift capacity (Q) of suction caisson in clay. MARS is a non-parametric adaptive regression procedure. The model inputs included the Ljd (L is the embedded length of the caisson and d is the diameter of caisson), undrained shear strength of soil at the depth of the caisson tip (su), D/L (D is the depth of the load application point from the soil surface), inclined angle (0) and load rate parameter (Tk). The output of MARS is Q, The results of MARS are compared with Artificial Neural Network (ANN) and Finite Element Method (FEM). An equation has been presented from the developed MARS. The results show the strong potential of MARS to be applied to uplift capacity of suction caisson in clay.
机译:本研究采用多元自适应回归样条(MARS)模型确定黏土中沉井的提水能力(Q)。 MARS是一种非参数自适应回归程序。模型输入包括Ljd(L是沉箱的嵌入长度,d是沉箱的直径),沉箱尖端深度(su)上土壤的不排水抗剪强度,D / L(D是沉箱深度)。从土壤表面施加的载荷点),倾斜角(0)和载荷率参数(Tk)。 MARS的输出为Q。将MARS的结果与人工神经网络(ANN)和有限元方法(FEM)进行比较。从已开发的MARS中提出了一个方程。结果表明,MARS具有很强的潜力,可用于黏土中沉井的提升能力。

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