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| 嵌岩桩的理论特性与设计探讨 | |
| 引用本文： | 李春辉,房春雷. 嵌岩桩的理论特性与设计探讨[J]. 公路交通技术, 2005, 0(6): 66-69 |
| 作者姓名： | 李春辉 房春雷 |
| 作者单位： | 江苏华宁交通工程咨询监理公司,江苏,南京,210018;江苏华宁交通工程咨询监理公司,江苏,南京,210018 |
| 摘 要： | 我国许多设计单位对嵌岩桩的设计偏于安全，使得设计嵌岩值过深，大大增加了桩基施工的难度和工程造价。对嵌岩桩的理论特性及其设计作了一些探讨。 |
| 关 键 词： | 嵌岩桩 承载特性 嵌岩深度 |
| 文章编号： | 1009-6477（2005）06-0066-04 |
| 收稿时间： | 2005-02-23 |
| 修稿时间： | 2005-02-23 |
Discussion on Theoretic Features and Design of Rock-socketed Piles |
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| LI Chun-hui,FANG Chun-lei. Discussion on Theoretic Features and Design of Rock-socketed Piles[J]. Technology of Highway and Transport, 2005, 0(6): 66-69 | |
| Authors: | LI Chun-hui FANG Chun-lei |
| Abstract: | Some discussions on the theoretic features and design of rock- socketed piles are made according to the construction cost and construction difficulties of pile foundations. |
| Keywords: | rock- socketed pile bearing features rock - socketed depth |
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