An optimal design method combining the system simulation technology and the multi-object decision technology
which can be used for optimum design of piled rafts
is presented. The objective function for the optimization is defined as the volume of materials of piled rafts
while the variables are raft thickness
pile length
pile spacing and pile location. First using orthogonal test to optimize system input scheme
then applying 3DFEM to calculate system output
at last the multi-object decision technology is adopted to evaluate output and acquire optimal solution. The validity and effectiveness of the proposed method is examined by a numerical example.
Study of optimal design of the Shitanba slope at Hu-Rong West expressway
Application of improved genetic algorithm to optimization of grouting curtain of dam foundatio
Analysis of interaction of piled raft and foundation considering both effects of soil rheology and foundation consolidation
水分入渗对青藏高原东部德马高速粉质黏土层地下冰融化影响机制
推移式碎石土滑坡空间变异基本结构力学特性研究
Related Author
LI Jing
LI Yu-lei
YAN E-chuan
CUI Wen-juan
CHAI Jun-rui
XU Zeng-guang
WU Mei-hua
LUAN Mao-tian
Related Institution
Faculty of Engineering, China University of Geosciences
Hennan Yellow River Investigation and Design Institute
College of Hydroelectric Engineering, Xi’an University of Technology
College of Civil and Hydropower Engineering, China Three Gorges University
State Key Laboratory of Coastal and Offshore Engineering, Institute of Geotehnical Engineering, School of Civil and Hydraulic Engineering,Dalian University of Technology