文章摘要
李云安,张鸿昌.深基坑工程变形控制与有限元数值模拟分析[J].地质与勘探,2001,(5):73-76
深基坑工程变形控制与有限元数值模拟分析
DEFORMATION CONTROL OF DEEP EXCAVATION ENGINEERING AND ANALYSIS OF NUMERICAL SIMULATION WITH FINITE ELEMENT METHOD
  修订日期:2000-11-07
DOI:
中文关键词: 深基坑工程 变形控制 有限元 SDCDEFEM系统 基坑有效系数 变形机理 数值模拟
英文关键词: deep excavation engineering, deformation control, finite element, system of SDCDEFEM, effective coefficient of excavation
基金项目:北京东大桥商业大厦,武昌水果湖大厦,厦门建设银行大厦深基坑支护大型生产项目资助
李云安  张鸿昌
[1]上海交通大学,上海200030 [2]中南勘察设计院,武汉430071
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中文摘要:
      首先对深基坑工程变形控制进行了详细的论述,提出了基坑有效系数、有效区、失效区、临界线的新概念,提出了深基坑变形控制参考标准和经济有效的变形控制对策。简介了自制的深基坑工程变形控制优化设计及其有限元数值模拟系统(SDCDEFEM)。利用该系统及应用实例分析,得出了简明估算深基坑最大变形及其位置的统计关系式。
英文摘要:
      The authors firstly introduce deformation control of deep excavation engineering in detail, and put forward new conceptions of effective coefficient, effective area, no-effective area, critical line, the referential criteria and economic-effective measures of deformation control. It is briefly introduced for the self-made system of the optimized design with deformation control of deep excavation engineering and the numerical simulation with finite element method (SDCDEFEM) to be. Factors influencing its deformation are analyzed by the system, the statistics and analyses of measured and simulated data of maximum deformation (settlement, displacement, swell) and its place have been done, and the statistic formula estimating maximum deformation and its place have been obtained.
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