原文传递
Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils
| 题名： | Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils |
| 责任者： | National Academies of Sciences, Engineering, and Medicine; Transportation Research Board; National Cooperative Highway Research Program |
| 关键词： | Transportation and Infrastructure — Bridges and Other Structures Transportation and Infrastructure — Design Transportation and Infrastructure — Geotechnology |
| 学科分类： | 暂无分类 |
| 摘要： | TRB’s National Cooperative Highway Research Program (NCHRP) Report 697: Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils examines guidance for strengthening of soils to resist lateral forces on bridge pile foundations. The report presents computational methods for assessing soil-strengthening options using finite-element analysis of single piles and pile groups and a simplified approach employing commercially available software. |
| 出版机构： | Transportation Research Board |
| 提交日期： | 2011 |
| 报告类型： | 科技报告 |
| 资源类型： | 科技（咨询、行业）报告 |
| 初始创建时间： | 2011 |
相关文献
- Load and Resistance Factor Design (LRFD) for Deep Foundations
- LRFD Design and Construction of Shallow Foundations for Highway Bridge Structures
- Current Practices and Guidelines for the Reuse of Bridge Foundations
- Combining Individual Scour Components to Determine Total Scour
- Lateral loading of piled foundations at Dartford Creek bridge
- Scour at Bridge Foundations on Rock
检索历史
应用推荐
