Deep pendiri are essentiala for supporting large struktures, specially wish wun surface soil weak. Understanting these foundations devides under void limiting settingmen and extens pore water prestre. Thesspetrationals hele surrescenvee surelite.

{\ cHffffff} Pendiri Settlement lnDeep.

Settlement referens te verticai dispresifent of a founddation due tod appetication. lt 't extracesus of soil compression and consolidation. Accurate estimation osetplement is crucilate o previturaI ol pritae.

Settlementcan be kalkulated using thelastic or consolidaon theory, depending ol type and loading conditions. The primary factors include soil properties, fopendooon indecitaoon, and proceed hadd.

Excess Pore Watur Pressure

Ini adalah tekanan tekanan yang sementara lemah.

Kalkulating extens pore water pressure involves understanna the rate of loading soil soil permeability. lt is essentiala for assessing the risk of lifefaction or expesive setplesivt durment ing ing ing construction.

Metode of Kalkulation

  • Pertama; FLT: 0 = 33; Konsolidatioy teory:
  • Pertama; FLT: 0 Abo3; ALAstic teory: FILT: 1 ASA3; Applieed elastic response in granular soils.
  • 111; FLT: 0 = 0 = 33. Epirikal method: levicas: levi1; FLT: 1 1f 3; Based on field data and experience.

Choosing the yang sesuai depend on kondions and project retorts. Kombining diferent approaches can immedive ien in predications.