Andere Kunden interessierten sich auch für
![Bearing Capacity of Concrete Piles in Unsaturated clayey Soils]( "Bearing Capacity of Concrete Piles in Unsaturated clayey Soils")
Bearing Capacity of Concrete Piles in Unsaturated clayey Soils57,99 €![Settlement Prediction of End-Bearing Piles Under Axial Loading]( "Settlement Prediction of End-Bearing Piles Under Axial Loading")
Settlement Prediction of End-Bearing Piles Under Axial Loading39,99 €![Damage mode and bearing capacity of single layer lattice shell]( "Damage mode and bearing capacity of single layer lattice shell")
Damage mode and bearing capacity of single layer lattice shell24,99 €![CAPACITY OF AXIALLY LOADED PILES]( "CAPACITY OF AXIALLY LOADED PILES")
CAPACITY OF AXIALLY LOADED PILES35,99 €![Water Retention and Loss in Column Tests of Sandy Landfill Cover]( "Water Retention and Loss in Column Tests of Sandy Landfill Cover")
Water Retention and Loss in Column Tests of Sandy Landfill Cover35,99 €![Data-driven analysis of sequencing batch reactors]( "Data-driven analysis of sequencing batch reactors")
Data-driven analysis of sequencing batch reactors56,99 €![Building Frame - Pile Foundation - Soil Interaction]( "Building Frame - Pile Foundation - Soil Interaction")
Building Frame - Pile Foundation - Soil Interaction40,99 €
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.