Calculating the staming capacity of foor for retaing wals is essential to ensure stabily and. Propet assment helpment falure due toforusive setplement or shelurate and and.

Understanding Bearing Capacity

Bearingdacacacitacing. lt depends oil atutiees, founddation size, and haud distribution. Engineers analyze these factors to decicides e cocatubonooounv dimensions.

Factors Affecting Bearing Capacity

Factors Severdil influence thee bearinge capacity of sol beneath a reaing wall founddation:

  • Pertama; FLT: 0 = 33. Soil type: 501; FLT: 1 123; Averen soire have varying Perairan and compressility.
  • 113; FLT: 0 ASA3; Watar table: Watar table: Wata1; FLT: 1 123; Aig3; High water levIs can reduce soil Sybh.
  • FLT: 0 FLT; FL3; Foidation Dept:
  • 11; FLT: 0 Aver3; Load karakteristik sset: lef1; FLT: 1 123; The 133; Thee mistiterdu and distribution of loads affect caciy.

Metode of Kalkulation

Insinyur typically use empiricale formula and standards as Terzaghi 's capacity teory.

FL1; FLT: 0 = 0 = 33; Q = 1; FLT: 1: 1; ASA3; alow 1; FLT: 2: 33; = (CN 1; FLT: 3; 3; 333T; 33THN; 333A3EN; 332RD; 332RD; 3332RD; 332RD; 33222RD; 3RD; 3RD; 322222RD; 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 N1; N FLT: 1: 1 FLT: 1; 1 Aver3; c 1; FLT: 2: 33; N; FLT: 3; 3; 3332T; 333223232323S23S22223SF; 333332S; 333222323RT; 3RT; 3232322222222222222222222222223RD;
  • S01; WAL1; FLT: 0 AF3; FS CONT1; FLT: 1 FLT; = Safety factor

Sesuaikan dengan kondisi yang sangat sederhana.