Design Guide for Piles Using Locally Produced Steel H-Section |
Contents
PRELIMINARY INVESTIGATION | 7 |
DESIGNING HPILES FOR COMPRESSIVE AXIAL LOADING | 15 |
UPLIFT RESISTANCE | 31 |
LATERAL RESISTANCE | 41 |
VERTICAL PILES SUBJECT TO INCLINED LOADING | 57 |
PILE GROUP CONSIDERATIONS | 61 |
CORROSION AND PROTECTION OF STEEL PILES | 71 |
| 85 | |
Common terms and phrases
apply a suitable average unit skin Bending Moment block failure Calculate the design Calculate the ultimate capacity of cohesionless clay Coduto cohesionless soil cohesive soils Cone Penetration Test corrosion corrosion rates critical depth depth design bearing capacity design resistance value driven piles efficiency factor of safety Free Head Piles friction and end-bearing H-piles hammer in-situ individual piles K₁ kN/mē lateral load capacity Load resistance Locally Produced Steel long piles maximum Method mm/year Mmax Myield number of piles obtain the design Obtain value overburden pressure Perwaja Steel pile cap pile group Qdesign relative density resistance and apply resistance QB safety F safety Table sand shaft friction short rigid pile shown in Figure steel piles stiffness suitable factor ultimate group ultimate lateral resistance ultimate load capacity undrained shear strength unit end-bearing resistance unit skin friction UNIVERSITI TEKNOLOGI MALAYSIA uplift coefficient value by applying vertical pile width