The paper presents conclusions related to the design of shallow foundations,at the site where the Substation at Kashari,in Tirana is foreseen to be *** project includes buildings with small to medium structures with 1...
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The paper presents conclusions related to the design of shallow foundations,at the site where the Substation at Kashari,in Tirana is foreseen to be *** project includes buildings with small to medium structures with 1-3 *** geological survey works include 6 boreholes of a depth 20.0 m,90 SPT(Standard Penetration Tests)tests,and laboratory works include 13 direct shear tests,27 unconfined and compressive strength tests,7 CU(consolidated undrained)tests and 9 UU(unconsolidated undrained)tests,*** foundation design must fulfill both,bearing and settlement criteria,but in this case the settlements of foundations are not possible to be calculated,since the laboratory works do not include any consolidation ***,the local bearing capacity is expected to control the design in terms of bearing capacity and *** local bearing capacity of shallow square foundations is evaluated by using Terzaghi’s formula,based on reduced shear strength parameters of soils below the bottom of *** results are compared with the bearing capacity values calculated by using Burland and Burbdige(1984)method,based on the data of SPT *** method is used for checking the settlement(serviceability)criterion in the foundation design,when the direct settlement calculation is *** paper presents some conclusions related to local bearing capacity foundation-based design.
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