Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
Mridul Sharma has created this Calculator and 100+ more calculators!
Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
Rudrani Tidke has verified this Calculator and 50+ more calculators!

5 Other formulas that you can solve using the same Inputs

Net Bearing Capacity of a Long Footing in Foundation Stability Analysis
Net Bearing Capacity=(alpha footing factor*undrained shear strength of soil*value of Nc)+(effective vertical shear stress*value of Nq)+(beta footing factor*unit weight of soil*Width of the Footing*value of Nγ) GO
Ultimate Tip Load for Piles Installed in Cohesive Soils when Undrained Soil Shear Strength is Given
ultimate tip load=end-bearing area of pile*Wheel efficiency of a Pelton turbine*undrained shear strength of soil GO
Ultimate Tip Load for Piles Installed in Cohesive Soils
ultimate tip load=end-bearing area of pile*Wheel efficiency of a Pelton turbine*undrained shear strength of soil GO
Maximum Bearing Pressure for Eccentric Loading Conventional Case
Maximum Bearing Pressure=( circumference of group/(Breadth*Length))*(1+((6*Eccentricity of Loading)/Breadth)) GO
Net Bearing Capacity for Undrained Loading of Cohesive Soils
Net Bearing Capacity=alpha footing factor* bearing capacity factor*undrained shear strength of soil GO

Group Drag Load in Pile Group Analysis Formula

group drag load= area of fill* unit weight of fill*thickness of fill+ circumference of group*thickness of consolidating soil layers*undrained shear strength of soil
Q<sub>gd</sub>=A<sub>F</sub>*Y<sub>F</sub>*H<sub>F</sub>+P*H*c<sub>u</sub>
More formulas
Efficiency Factor for a Group of Piles GO
Allowable Design Load on Rock Socket GO
Socket Length when Allowable Design Load on Rock Socket is Given GO
Allowable Concrete-Rock Bond Stress when Allowable Design Load is Given GO
Allowable Bearing Pressure on Rock when Allowable Design Load is Given GO

What is group drag load?

When the tip of pile is bearing in a relatively stiff stratum, the upper compressible soil will move down relative to the pile this will induce a drag load on the pile/pile group.

How to Calculate Group Drag Load in Pile Group Analysis?

Group Drag Load in Pile Group Analysis calculator uses group drag load= area of fill* unit weight of fill*thickness of fill+ circumference of group*thickness of consolidating soil layers*undrained shear strength of soil to calculate the group drag load, The Group Drag Load in Pile Group Analysis formula calculates the drag load on the pile group induced on the pile/ pile group. . group drag load and is denoted by Qgd symbol.

How to calculate Group Drag Load in Pile Group Analysis using this online calculator? To use this online calculator for Group Drag Load in Pile Group Analysis, enter area of fill (AF), unit weight of fill (YF), thickness of fill (HF), circumference of group (P), thickness of consolidating soil layers (H) and undrained shear strength of soil (cu) and hit the calculate button. Here is how the Group Drag Load in Pile Group Analysis calculation can be explained with given input values -> 1.000001 = 1*1*1+1*1*1000000.

FAQ

What is Group Drag Load in Pile Group Analysis?
The Group Drag Load in Pile Group Analysis formula calculates the drag load on the pile group induced on the pile/ pile group. and is represented as Qgd=AF*YF*HF+P*H*cu or group drag load= area of fill* unit weight of fill*thickness of fill+ circumference of group*thickness of consolidating soil layers*undrained shear strength of soil. area of fill is the area in which earth is filled, unit weight of fill is the weight per unit volume of a material, thickness of fill is the thickness of the area or space to be filled up with earth, circumference of group is total length of the peripheral of the group, thickness of consolidating soil layers is the total thickness of all the consolidating soil layers and undrained shear strength of soil is the shear strength of a soil when sheared at constant volume.
How to calculate Group Drag Load in Pile Group Analysis?
The Group Drag Load in Pile Group Analysis formula calculates the drag load on the pile group induced on the pile/ pile group. is calculated using group drag load= area of fill* unit weight of fill*thickness of fill+ circumference of group*thickness of consolidating soil layers*undrained shear strength of soil. To calculate Group Drag Load in Pile Group Analysis, you need area of fill (AF), unit weight of fill (YF), thickness of fill (HF), circumference of group (P), thickness of consolidating soil layers (H) and undrained shear strength of soil (cu). With our tool, you need to enter the respective value for area of fill, unit weight of fill, thickness of fill, circumference of group, thickness of consolidating soil layers and undrained shear strength of soil and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
Share Image
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!