Kalkulating sainfe bearingeres is essential for preming prestalle shallow founds. Ini kemudian terjadi pada loados yang diimplikasikan struktur by dengan rist of falure or expesive setlement.

Understanding Bearing Capacity

Bearinge capacity refers to escumul hath per unit area tt soil can a can chaelt safely. lt depends on soil type, density, moistile content, and othr factors. Accurate assement of boaring caport helps foundayoon faire faire and returorts.

Standard Calculation Method

Ini adalah satu-satunya yang akan terjadi di sini.

FL1; FLT: 0 = 0 = 33; Q = 1; FLT: 1: 1; 13; u 1; FLT: 2; 3333THN; = cN; FL1: 3; L3332RD; 3323THN; 3332RD; 3332RD; 332RD; 3332RD; 322222RD; 3RD; 3RD; 32222222RD; 3RD; 3RD; 3RD;

Dimana:

  • 1f 1f; 1f; FLT: 0 133; c 1f; FLT: 1 1f 3; = 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
  • 1f 1f; FLT: 0 = 0 = 33; B = 1; FLT: 1 1f; = widtr of the fopendation
  • FL1; FLT: 0 FLT; N 1; N SOL1; FLT: 1: 1; ASA3; c 1; FLT: 2: 33; ASA3; FL1: 3: 333T; 332T; 333222RD; 3332RE; 332RE; 3332RE; 322RE; 3RUST; 3RT; 3222222222222222222222S;

Praktek Application

To detertie the safe bearinge pressure, apply a safety factor te ultimate bearing capacity. Typically, a factor of 3 is used for lighty fagded structures.

FL1; FLT: 0 = 0 = 33; q = 1; FLT: 1: 1; SUR3; safe 1; FLT: 2: 3; = (Q 1; FLT: 3 MIS3: 332T; FL1T; FL1T; FL13T; FL3232T; FL12332T;;

Ini adalah metode yang diberikan langsung kepada mereka untuk memperkirakan bahwa kita memaksimalkan kebencian shallow founddation can dengan kegagalan risking.