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关注:1
2013-05-23 12:21
求翻译:工程基础采用独立基础。基础持力层为 ②层粉质粘土,其地基承载力特征值fak=140kPa。基础基底进入持力 层不小于300,当基础开挖至设计标高未见持力层时,应继续开挖至持力层以下300,然后采用C15毛石砼垫至设计 标高。是什么意思? 待解决
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- 离问题结束还有
工程基础采用独立基础。基础持力层为 ②层粉质粘土,其地基承载力特征值fak=140kPa。基础基底进入持力 层不小于300,当基础开挖至设计标高未见持力层时,应继续开挖至持力层以下300,然后采用C15毛石砼垫至设计 标高。
问题补充: |
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2013-05-23 12:21:38
Project basis using an independent basis. ② basic stratum of silty clay layer, the foundation bearing capacity values fak = 140kPa. Base substrate into the bearing stratum is not less than 300, when no foundation excavation to the design elevation stratum, should continue the excavation to the fol
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2013-05-23 12:23:18
Foundation works using an independent basis. basis for a level 2 level powder quality clay, its foundation endurance value features kPa fak = 140. Based substrate to enter the power level is less than 300, when based dig to design elevation did not see a layer, should continue to dig to a level belo
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2013-05-23 12:24:58
The project foundation uses the independent foundation.The foundation holds the strength level is ②Level silty clay, its ground supporting capacity characteristic value fak=140kPa.The foundation basis enters holds the strength level not to be smaller than 300, when the foundation excavates to the de
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2013-05-23 12:26:38
Foundation of independent Foundation. Foundation bearing stratum for ② layer of silty clay, the Foundation bearing capacity characteristic value fak=140kPa. Foundation base into bearing layer not less than 300, not seen when the Foundation excavation to design elevation of bearing layer, should cont
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2013-05-23 12:28:18
正在翻译,请等待...
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