计算机工程与应用 ›› 2016, Vol. 52 ›› Issue (1): 254-259.

• 工程与应用 • 上一篇    下一篇

基于PSO-LSSVM模型的基坑周边建筑倾斜预测

曹  净,李文云,赵党书,宋志刚,丁文云   

  1. 昆明理工大学 土木工程学院,昆明 650500
  • 出版日期:2016-01-01 发布日期:2015-12-30

Forecast of building inclination around foundation pit based on PSO-LSSVM model

CAO Jing, LI Wenyun, ZHAO Dangshu, SONG Zhigang, DING Wenyun   

  1. Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming 650500, China
  • Online:2016-01-01 Published:2015-12-30

摘要: 针对基坑周边建筑倾斜变形影响因素的复杂性,以及监测数据的小样本和非线性特征,提出了一种基于PSO-LSSVM模型的基坑周边建筑倾斜的时间序列预测方法。采用相空间重构对基坑前期施工工况下的周边建筑沉降差时间序列进行重构,构建沉降差预测的学习样本输入到最小二乘支持向量机(LSSVM)中训练。利用粒子群算法(PSO)对LSSVM参数进行优化,获得最优预测模型,对后期工况施工期间的沉降差进行滚动预测,并代入公式计算得到未来倾斜变形值。将该方法用于昆明某基坑工程的周边建筑倾斜预测分析,取得了令人满意的预测结果。

关键词: 基坑, 建筑倾斜, 时间序列预测, 最小二乘支持向量机, 粒子群优化算法

Abstract: Against the complexity of influential factors of building inclination deformation around foundation pit, and the small sample and nonlinear characteristics of monitoring data, a time series forecast method of building inclination around foundation pit based on Least Squares Support Vector Machine(LSSVM) optimized by Particle Swarm Optimization(PSO) is proposed. Firstly, phase space reconstruction is used to reconstruct the differential settlement time series of early working stage of the building around foundation pit, the samples of differential settlement forecast are composed, and then the samples are input to LSSVM to train. Secondly, the parameters of LSSVM are optimized by PSO to obtain the optimal forecasting model, the differential settlement of the later working stage is rolling predicted by this model and plugs the forecast results into formula to calculate the inclination deformation value. Finally, this method has been successfully applied in the surrounding building inclination forecast of a foundation pit engineering in Kunming, the result is satisfied.

Key words: foundation pit, building inclination, time series forecast, Least Squares Support Vector Machine(LSSVM), Particle Swarm Optimization(PSO)