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| 深基坑土钉支护正交数值模拟试验初步研究 | |
| 引用本文： | 袁则循 陶龙光 秦本东 陶利兵. 深基坑土钉支护正交数值模拟试验初步研究[J]. 焦作工学院学报, 2004, 23(3): 209-212 |
| 作者姓名： | 袁则循 陶龙光 秦本东 陶利兵 |
| 作者单位： | [1]中国矿业大学北京校区力学与建筑工程学院北京100083 [2]焦作工学院河南焦作454003 [3]北京双圆工程咨询监理公司北京100045 |
| 摘 要： | 把数值模拟计算用于工程设计阶段,对深基坑土钉支护设计有很重要的意义,特别是对超近深基坑(群)变形控制的设计.通过应用于土木及采矿工程的拉格朗日元法的应用程序FLAC(FastLagrangianAnalysisofContinua,连续介质快速拉格朗日分析),结合工程实例,对深基坑土钉支护进行正交数值模拟,初步探讨了土钉支护参数对支护变形的影响,可供超近深基坑土钉支护变形控制设计时参考. |
| 关 键 词： | 正交数值模拟试验 深基坑土钉支护 |
A preliminary discussion of deep foundation pits adopted soil nailing through the orthogonal numerical simulation experiments |
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| YUAN Ze-xun,TAO Long-guang,QIN Ben-dong,TAO Li-bing. A preliminary discussion of deep foundation pits adopted soil nailing through the orthogonal numerical simulation experiments[J]. Journal of Jiaozuo Institute of Technology(Natural Science), 2004, 23(3): 209-212 | |
| Authors: | YUAN Ze-xun TAO Long-guang QIN Ben-dong TAO Li-bing |
| Affiliation: | YUAN Ze-xun~1,TAO Long-guang~1,QIN Ben-dong~2,TAO Li-bing~3 |
| Abstract: | By using the Fast Lagrangian Analysis of Continua, the orthogonal numerical simulation experiments are performed. The influences of soil nailing parameters to support deformation have been discussed, which is useful when the soil nailing designs of ultra-near deep foundation pits is based on deformation-controlled. |
| Keywords: | orthogonal numerical simulation experiments deep foundation pits adopted soil nails |
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