| 刚性复合地基褥垫层技术 |
| |
| 引用本文： | 白建明. 刚性复合地基褥垫层技术[J]. 山西建筑, 2007, 33(28): 125-127 |
| |
| 作者姓名： | 白建明 |
| |
| 作者单位： | 山西省建筑科学研究院,山西,太原,030001 |
| |
| 摘 要： | 通过分析褥垫层在刚性复合地基中的作用,包括调整桩土应力,减小基础底面应力集中,调整桩、土水平荷载的分担等,说明了褥垫层是刚性复合地基设计的重要环节,必须合理选择褥垫层的厚度.
|
| 关 键 词： | 复合地基 褥垫层 桩土应力 厚度 |
| 文章编号： | 1009-6825（2007）28-0125-03 |
| 修稿时间： | 2007-04-04 |
Cushion technology of rigid composite foundation |
| |
| BAI Jian-ming. Cushion technology of rigid composite foundation[J]. Shanxi Architecture, 2007, 33(28): 125-127 |
| |
| Authors: | BAI Jian-ming |
| |
| Affiliation: | BAI Jian-ming |
| |
| Abstract: | Based upon analysis of the actions of cushion in rigid composite foundation, which contain the adjustment of pile-soil stress, reduction of stress concentration of foundation bottom, adjustment of the distribution of horizontal load and so on the importance of cushion to rigid composite foundation design is elaborated. Author points out that reasonable thickness of cushion should be selected in design. |
| |
| Keywords: | composite foundation cushion pile-soil stress thickness |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
