| 正交设计法对影响双层地基极限承载力的因素分析 |
| |
| 引用本文： | 高建红,杨永新.正交设计法对影响双层地基极限承载力的因素分析[J].包头钢铁学院学报,2002,21(1):77-79,82. |
| |
| 作者姓名： | 高建红 杨永新 |
| |
| 作者单位： | 包头钢铁学院建筑工程系 内蒙古包头014010
(高建红)，包头钢铁学院建筑工程系 内蒙古包头014010(杨永新) |
| |
| 摘 要： | 针对包头地区普遍存在的由两种物理力学指标不同的土（上层粉土，下层砂土）所组成的双层地基这一特殊情况，编制了数值计算程序，再结合正交设计法，找出了影响双层地基极限承载力的主要因素和次要因素。
|
| 关 键 词： | 正交设计法 双层地基 极限承载力 |
| 文章编号： | 1004-9762(2002)01-0077-04 |
Analysis of the factors affecting the ultimate bearing capacity of two-layer foundation using the orthographic design method |
| |
| GAO Jian hong,YANG Yong xin.Analysis of the factors affecting the ultimate bearing capacity of two-layer foundation using the orthographic design method[J].Journal of Baotou University of Iron and Steel Technology,2002,21(1):77-79,82. |
| |
| Authors: | GAO Jian hong YANG Yong xin |
| |
| Abstract: | Two layer foundation system is common in Baotou;accordingly,the calculating procedure and the orthographic design method were used to find out the primary and secondary factors that affect the ultimate bearing capacity of two layer foundation. |
| |
| Keywords: | orthographic design method two layer foundation ultimate bearing capacity |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
