| 深圳地区全,强风化花岗岩承载力探讨 |
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| 引用本文： | 宋立峰,孔德坊.深圳地区全,强风化花岗岩承载力探讨[J].地质灾害与环境保护,1996,7(4):41-45. |
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| 作者姓名： | 宋立峰 孔德坊 |
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| 作者单位： | [1]中国建筑西南勘察院 [2]成都理工学院工程地质研究所 |
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| 摘 要： | 对《深圳地区建筑地基基础设计规程ＳＪＧ１－８８》中全、强风化花岗岩的划分和承载力值进行讨论，将全、强风化层各划出两个亚层，同时提出了各亚层的承载力及变形模量范围值。
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| 关 键 词： | 花岗岩 承载力 变形模量 地基 |
STUDY ON BEARING CAPACITY OF COMPLETELY AND INTENSELY WEATHERED GRANITE |
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| Song,Lifeng.STUDY ON BEARING CAPACITY OF COMPLETELY AND INTENSELY WEATHERED GRANITE[J].Journal of Geological Hazards and Environment Preservation,1996,7(4):41-45. |
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| Authors: | Song Lifeng |
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| Abstract: | The classification standard and bearing capacity of the completely and intensely weathered granite proposed in Shenzhen Ground and Foundation Design Specification(SJG1-88)are discussed in this paper. Either completely weathered or intensely weathered granite bed was divided into two sub beds and the value range of bearing capacity and deformation modulus are suggested for each sub bed. |
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| Keywords: | Completely and intensely weathered granite Division Bearing capacity Deformation modulus Desigh specification |
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