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| 基于变形控制的岩溶区基桩承载力研究 | |
| 引用本文： | 胡柏学,杨明辉,袁铜森,赵明华. 基于变形控制的岩溶区基桩承载力研究[J]. 公路交通科技, 2009, 26(8) |
| 作者姓名： | 胡柏学 杨明辉 袁铜森 赵明华 |
| 作者单位： | 1. 湖南省交通科学研究院,湖南,长沙,410015;长沙理工大学,湖南,长沙,410114 2. 湖南大学岩土工程研究所,湖南,长沙,410082 3. 湖南省交通科学研究院,湖南,长沙,410015 |
| 基金项目： | 国家自然科学基金，教育部高等学校博士学科点专项科研基金，交通部西部交通建设科技项目 |
| 摘 要： | 深入分析了岩溶区基桩的承载机理及侧阻端阻的传递规律,建立了合理基桩侧阻端阻荷载传递模型,该模型可充分考虑桩周岩土体的加工软化和加工硬化型土的不同特性及桩端沉渣对基桩承载力的影响.在此基础上,根据桩侧土(岩)与桩端岩层阻力的发挥程度,推导得出了桩顶沉降量与桩顶荷载之间的关系式,从而通过桩顸沉降量来确定岩溶区基桩的竖向承载力.最后,结合自平衡静载试验,对理论方法进行了验证.实测荷载一沉降曲线与理论曲线吻合良好. |
| 关 键 词： | 道路工程 承载力 变形控制 岩溶桩基 |
Study on Bearing Capacity of Piles in Karst Based on Settlement Control |
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| HU Boxue,YANG Minghui,YUAN Tongsen,ZHAO Minghua. Study on Bearing Capacity of Piles in Karst Based on Settlement Control[J]. Journal of Highway and Transportation Research and Development, 2009, 26(8) | |
| Authors: | HU Boxue YANG Minghui YUAN Tongsen ZHAO Minghua |
| Affiliation: | 1.Hunan Communications Science Research Institute;Changsha Hunan 410015;China;2.Changsha University of Science and Technology;Changsha Hunan 410114;3.Geotechnical Engineering Institute;Hunan University;Changsha Hunan 410082;China |
| Abstract: | First,the bearing mechanism of piles in karst and load transfer regularity of side friction along the pile were analysed,and the rational load transfer models were established with consideration of the influences of the different behaviors of work-softing or work-hardening soil(rock) and slime at the pile bottom on the bearing capacity of piles in karst.On this basis,the relation between the settlement of pile top and the vertical bearing capacity of pile was deducted according to the development degree of ... |
| Keywords: | road engineering bearing capacity settlement control pile in karst |
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