| 薄层褥垫刚性桩复合地基的研究 |
| |
| 引用本文： | 黄生根.薄层褥垫刚性桩复合地基的研究[J].岩土力学,2003(Z2). |
| |
| 作者姓名： | 黄生根 |
| |
| 作者单位： | 东南大学土木工程学院 江苏南京210096 |
| |
| 摘 要： | 根据边界条件的影响程度,将刚性桩复合地基中的褥垫分为两种类型,推导出薄垫层情况下桩-土应力比的表达式,分析了复合地基中桩、土、褥垫层的几何、力学参数及荷载水平对桩-土应力比的影响。
|
| 关 键 词： | 刚性桩复合地基 褥垫 桩土应力比 |
Study on the rigid piles composite foundation with thin cushion |
| |
| HUANG Sheng-gen.Study on the rigid piles composite foundation with thin cushion[J].Rock and Soil Mechanics,2003(Z2). |
| |
| Authors: | HUANG Sheng-gen |
| |
| Abstract: | According to the effecting degrees of boundary conditions in the rigid piles foundation, cushion is classified to 3 states, the equation to calculate the stress ratio of piles and soil in thin cushion is obtained ,and the factors that influence the stress ratio ,including loads and mechanical, geometrical parameters of pile , soil ,cushion ,are analyzed . |
| |
| Keywords: | rigid piles foundation thin cushion stress ratio of pile and soil |
| 本文献已被 CNKI 等数据库收录！ |
|
