Design and simulation of an adaptable and compact impact pile driver

Abstract Traditional impact pile drivers are designed in a serial space style and are unsuitable for narrow and small construction sites, owing to their inflexible adjacent structure. In this work, we develop a new structure with a parallel arrangement between the pull rods and precast pile, which is lighter and more efficient compared with traditional pile structures. The simulated integrated system is based on a finite element model and includes a novel impact pile driver, the pile itself, and the surrounding soil. We also use an artificial neural network to obtain a model of the stress wave pattern and allow a genetic algorithm program to be modelled as a target function for optimisation, in order to achieve the lightest total mass. Our proposed integrated framework for this compact impact pile driver demonstrates the feasibility of building flexible equipment for the future civil engineering industry.

[1]  A. Hamidi,et al.  A numerical model for continuous impact pile driving using ALE adaptive mesh method , 2019, Soil Dynamics and Earthquake Engineering.

[2]  Yan Yi Zhang,et al.  Stability Evaluation for Soft Clay Slope Based on 2-D and 3-D Finite Element Method Analysis , 2013 .

[3]  Liu Deshun,et al.  Inversion of characteristic impedance of a drill bit using two-point strain measurement based on characteristic lines , 2011 .

[4]  Xu Li,et al.  Prediction of bending force in the hot strip rolling process using artificial neural network and genetic algorithm (ANN-GA) , 2017 .

[5]  Georgios E. Stavroulakis,et al.  A genetically optimized neural classifier applied to numerical pile integrity tests considering concrete piles , 2016 .

[6]  Bo Chen,et al.  Multi-objective Intelligent Collaborative Optimization of Structure Parameters for High-power Remote Sprayer , 2017 .

[7]  P. K. Dutta,et al.  The determination of stress waveforms produced by percussive drill pistons of various geometrical designs , 1968 .

[8]  Solomon F. Brown,et al.  A fully coupled fluid-structure interaction simulation of three-dimensional dynamic ductile fracture in a steel pipeline , 2019, Theoretical and Applied Fracture Mechanics.

[9]  Irina N. Afanasyeva,et al.  About Finite Element Analysis of Fluid – Structure Interaction Problems , 2014 .

[10]  Junyoung Ko,et al.  Large deformation FE analysis of driven steel pipe piles with soil plugging , 2016 .

[11]  Du Jian-guo Numerical Simulation of Contact Explosion based on Lagrange ALE and SPH , 2011 .

[12]  Mark Fraser Bransby,et al.  3-D FINITE ELEMENT MODELLING OF PILE GROUPS ADJACENT TO SURCHARGE LOADS , 1996 .

[13]  Gitin M. Maitra,et al.  Handbook of Mechanical Design , 1985 .

[14]  Salim Belhadi,et al.  Investigation, modeling, and optimization of cutting parameters in turning of gray cast iron using coated and uncoated silicon nitride ceramic tools. Based on ANN, RSM, and GA optimization , 2018, The International Journal of Advanced Manufacturing Technology.

[15]  Deshun Liu,et al.  Pile-sinking force modeling and analysis of anti-pull impact pile driver , 2015 .

[16]  B. Lundberg,et al.  Energy transfer in percussive rock destruction—I: Comparison of percussive methods , 1973 .

[17]  K. Yahiaoui,et al.  Development of a 3D finite element acoustic model to predict the sound reduction index of stud based double-leaf walls , 2014 .

[18]  W. Hustrulid,et al.  A theoretical and experimental study of the percussive drilling of rock part I—theory of percussive drilling , 1971 .

[19]  Luca Heltai,et al.  Benchmarking the immersed finite element method for fluid-structure interaction problems , 2013, Comput. Math. Appl..

[20]  Mahesh Pal,et al.  Modeling Pile Capacity Using Support Vector Machines and Generalized Regression Neural Network , 2008 .

[21]  P. K. Banerjee,et al.  The Elastic Analysis of Compressible Piles and Pile Groups , 1971 .

[22]  Jin-shuan Peng Multi-objective optimization of vibration characteristics of steering systems based on GA-BP neural networks , 2017 .

[23]  Mark R. Svinkin Discussion of “A Parametric Study on Factors Affecting Ground Vibrations during Pile Driving through Finite Element Simulations” by Mo Zhang and Mingjiang Tao , 2012 .