Kalkulating liting th ultimate hadutyy of a soil il issential for defing safe efektive for concucitation ofa oil resustalits decital tacka help anfe etive definetive foide foiI caln failleutourt faregate.

Understanding Soil Tets Results

Soil testing typically inclucement of paremeters aes as is soil type, densit, moisten content, and shearr zorth. Theese dataa points are uused to eciate that e soil 's conor under reat. Common tachand Standard PEti.net (Condespatpathantes)

Calculating Ultimate LoadCapacity

Ini ultimatte hadit capacity is often alculated using soil soil shear pareth geotechnicnicil methog.

1f 1; 1f; FLT: 0 133; Qu = cNc + qNq + 0.51f BN1; FLT: 1 1f 3; 43; 413;

Dimana:

  • 1f 1f; 1f FLT: 0 = 03; Qu 1f; 501; FLT: 1 123; = ultimates hatit capacity
  • 1f 1f; 1f; FLT: 0 123: 38.3c; c 1f; FLT: 1 123; = cohesion of soil
  • 1f 1f; 1f; FLT: 0 Abo3; q 1f; FLT: 1 1f 3; = surcharge at foundtion level
  • 1f 1f; 1f 1f; FLT: 0 = 0 = 33. Abod1; FLT: 1 123; = unit balant of soil
  • S01; WAL1; FLT: 0 AF3; B; BON1; FLT: 1 ASA3; = widdh of foundtion
  • 1f 1; FLT: 0 = 0 cavi3; Nc, Nq, Ná1; FLT: 1 = bearingg capacitoriy factors based oil realties

Applying the Results

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