| 嵌岩桩单轴抗压强度和三维作用下桩端承载力 |
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| 引用本文： | 王平,丁延法.嵌岩桩单轴抗压强度和三维作用下桩端承载力[J].山西建筑,2009,35(12):108-109. |
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| 作者姓名： | 王平 丁延法 |
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| 作者单位： | 1. 浙江经纬勘察有限公司,浙江,义乌,322000
2. 浙江义乌神州置业有限公司,浙江,义乌,322000 |
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| 摘 要： | 通过对软岩地区岩石的单轴试验得出的桩基承载力与在岩体中桩体受到三维应力的作用下得出的承载力对比研究，得出规范中规定的关于用单轴抗压强度计算嵌岩桩的承载力存在的问题，从而提出要根据地区和岩石的特点来确定嵌岩桩承载力的建议。
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| 关 键 词： | 嵌岩桩 单轴抗压强度 承载力 |
Analysis of rock-socketed pile uniaxial compressive strength and bearing capacity of pile tip at three dimensional effects |
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| WANG Ping,DING Yan-fa.Analysis of rock-socketed pile uniaxial compressive strength and bearing capacity of pile tip at three dimensional effects[J].Shanxi Architecture,2009,35(12):108-109. |
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| Authors: | WANG Ping DING Yan-fa |
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| Affiliation: | WANG Ping, DING Yan-fa |
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| Abstract: | By comparing and studying the bearing capacity of pile foundation got by uniaxial test of rocks at soft rock area and bearing capacity got by three dimensional stress effects of rock mass pile body,the problems existed in using uniaxial compressive strength calculating bearing capacity of rock-socketed pileregulated by standard were got,and the suggestion of determining the bearing capacity of rock-socketed pile based on area and the characteristic of rock was provided. |
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| Keywords: | rock-socketed pile uniaxial compressive strength bearing capacity |
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