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

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

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

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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