Load Information

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Rectangular shaped footing with XY layout:

1)q: Footing pressure 

2)B: Footing width

3)L: Footing length

4)Xc: X-coordinate of footing center

5)Yc: Y-coordinate of footing center

6)ΔX: Increment in X-direction for repeating

7)ΔY: Increment in Y-direction for repeating

8)Nx: Repeating times in X-direction (=total footings in X direction - 1) 

9)Ny: Repeating times in Y-direction  (=total footings in Y direction - 1)  



The XY layout definition is shown below:


Circular or Ring shaped footing with XY layout:

1)q: Footing pressure 

2)Din: Footing inner diameter

3)Dout: Footing outer diameter

4)Xc: X-coordinate of footing center

5)Yc: Y-coordinate of footing center

6)ΔX: Increment in X-direction for repeating

7)ΔY: Increment in Y-direction for repeating

8)Nx: Repeating times in X-direction (=total footings in X direction - 1)

9)Ny: Repeating times in Y-direction  (=total footings in Y direction - 1)  



The XY layout definition is shown below:


Circular or Ring shaped footing with radial layout:

1)q: Footing pressure 

2)Din: Footing inner diameter

3)Dout: Footing outer diameter

4)Rc: Radius-coordinate of footing center

5)θc: Angle-coordinate of footing center

6)ΔR: Increment in radius-direction for repeating

7)Δθ: Increment in rotational-direction for repeating

8)NR: Repeating times in radius-direction  (=total footings in radius-direction - 1)

9)Nθ: Repeating times in rotational-direction  (=total footings in rotational-direction - 1)  



The radial layout definition is shown below:


Line load (Infinite Long):

1)q: Footing pressure 

2)B: Footing width

3)Xc: X-coordinate of footing center

4)ΔX: Increment in X-direction for repeating

5)Nx: Repeating times in X-direction  (=total footings in X direction - 1)



Trapezoid shaped load (infinitely long):

The trapezoid shaped load function is perfect to calculate the ground settlement resulting from a new levee embankment load. It can also be utilized to calculate the rebound deformation if an existing embankment is removed when the maximum pressure, q, is set as minus. 

1)q: Maximum pressure  

2)B1: Loading width B1

3)B2: Loading width B2

4)B3: Loading width B3

5)Xc: X-coordinate of footing center

6)ΔX: Increment in X-direction for repeating  (=total footings in X direction - 1) 

7)Nx: Repeating times in X-direction 



The definition of Trapezoid Shaped load is shown below:

Definition of Trapezoid Type load


Point load:

1)P: Point load 

2)Xc: X-coordinate of footing center

3)Yc: Y-coordinate of footing center

4)ΔX: Increment in X-direction for repeating

5)ΔY: Increment in Y-direction for repeating

6)Nx: Repeating times in X-direction (=total point loads in X direction - 1)

7)Ny: Repeating times in Y-direction (=total point loads in Y direction - 1)  



Targeting output:

Compression deformation is calculated along a cross section defined by two points: Start Point and End Point, and under a specified Depth

1)Start Point: input the X, Y coordinates and depth for start point 

2)End Point:  input the X, Y coordinates for end point. The "Depth" at end point is set to equal to the depth of start point by default 

3)Number of Divisions: input how many divisions along the section, e.g., if the inputted number is 10, then a total of 11 points (plus the last end point) along the cross section will be calculated. 

4)Footing Depth definition - if you calculate for a specific footing, input data for footing depth definition 
De: Input the excavation depth, if any
Df: Input the footing depth, if any
T: Input the compacted fill thickness if any

5)Compacted Fill properties - input parameters to define compacted fill materials. Default values representing a dense sand material are provided. 
: input compression index in %
: input recompression index in %
Pc': input preconsolidation stress
M: input constrained modulus