• Anglický jazyk

Evaluation of Bearing Capacity of Driven Piles in Sandy Soil

Autor: Amjad Ibrahim

New values proposed to the bearing capacity factor (Nq) and the lateral earth pressure coefficient (K). These factors are functions of relative density of sand (Dr %), decrease as the (L/d) ratio increases and pile types. Also proposed new charts to determine... Viac o knihe

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O knihe

New values proposed to the bearing capacity factor (Nq) and the lateral earth pressure coefficient (K). These factors are functions of relative density of sand (Dr %), decrease as the (L/d) ratio increases and pile types. Also proposed new charts to determine (End bearing pressure) and (Skin friction pressure) with depending on (L/d) ratio and relative density of sand to three types of pile. Three types of piles are used in this study (precast concrete pile, closed-ended steel pile and open-ended steel pile). The parameters under consideration are: type of pile, penetration ratio of pile, relative density of the sand.

  • Vydavateľstvo: LAP LAMBERT Academic Publishing
  • Rok vydania: 2017
  • Formát: Paperback
  • Rozmer: 220 x 150 mm
  • Jazyk: Anglický jazyk
  • ISBN: 9786202027595

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