ULTIMATE SOIL PRESSURES FOR PILES SUBJECTED TO LATERAL SOIL MOVEMENTS

@inproceedings{Pan2002ULTIMATESP,
  title={ULTIMATE SOIL PRESSURES FOR PILES SUBJECTED TO LATERAL SOIL MOVEMENTS},
  author={Ju Long Pan and Anthony Teck Chee Goh and Kai Sin. Wong and Cee Ing. Teh},
  year={2002}
}
A series of laboratory model tests in soft clay was conducted to investigate the behavior of coupled piles subjected to lateral soil movements (“passive” piles), and to determine the ultimate soil pressure acting on the pile shaft. Two piles in a row (center-to-center “joining” line being perpendicular to the direction of the applied soil movements) and in a line (center-to-center “joining” line being in the direction of the applied soil movements) were considered. The ultimate soil pressures… CONTINUE READING

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