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2009年11 期
| 标题 |
| 路堤下桩承式水平加筋复合地基桩土应力比分析(49 卷) |
| 英文标题 |
| Analysis on stress ratio of pile to soil for Geosynthetic net-reinforced and pile-supported composite foundation under embankment |
| 摘要 |
| 桩承式水平加筋复合地基是“水平向增强体+竖直向增强体”的联合复合地基。计算路堤下复合地基桩土应力比的方法与刚性基础下的复合地基不同。路提由填土等散体材料组成，路堤下复合地基桩与桩间土之间的沉陷不一致，导致填土内部出现相对垂直位移，应力状态发生变化。由于复合 |
| 作者 |
| 新闻作者:程爱君，方杭玮，杨 宇 |
| 关键字 |
