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排水固结法处理煤场深厚软土地基的有限元分析和实测对比研究

Comparative study for finite element analysis and investigation data of drainage consolidation method in deep soft soil coal yard

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【作者】 龚健; 朱建成; 方伟定; 余智恩; 童建国;

【Author】 GONG Jian,ZHU Jiancheng,FANG Weiding,YU Zhien,TONG Jianguo(Zhejiang Electric Power Design Institute,Hangzhou 310012,China)

【机构】 浙江省电力设计院;

【摘要】 采用排水固结法处理煤场深厚软土地基,处理费用低、工期短.针对某电厂煤场,在数值计算中分区模拟场地软粘土的结构性,并通过竖井地基的轴对称问题向平面应变转换,进行有限元分析.实测结果与计算结果基本相符,表明采用排水固结法处理煤场深厚软土地基是合理有效的.

【Abstract】 The drainage consolidation method has merits of low expense,short construction period in deep soft soil ground treatment.A coal yard project of power plant is analyzed with FEM considering the structural properties of soft clays and the equivalent of plane strain analysis.The investigation data in-situ agree well with the analysis result,which indicates that the drainage consolidation method in deep soft soil coal yard treatment is reasonable and effective.

  • 【文献出处】 武汉大学学报(工学版) ,Engineering Journal of Wuhan University , 编辑部邮箱 ,2011年S1期
  • 【分类号】U416.1
  • 【被引频次】1
  • 【下载频次】93
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