Quick Answer
Calculate Annular Gap Grouting Volume and Pressure Optimizer
Calculator
Result Interpretation
Annular Gap Grouting Volume and Pressure Optimizer Calculator computes Optimized Grouting Volume with Pressure Adjustment in m^3 using the defined engineering formula and the input values provided.
Worked Example
Verified calculation
Given:
- Segment Lining Inner Diameter = 5.5
- Tunnel Boring Machine Shield Outer Diameter = 6.3
- Grout Elastic Modulus = 500000000
- Ground Elastic Modulus = 50000000
- Segment Length = 1.2
- Required Void Fill Ratio = 0.95
- Empirical Pressure Scaling Coefficient = 0.35
Expected Result:
- Optimized Grouting Volume with Pressure Adjustment = 9.3876214446784
Engineering Interpretation:
Under the given input conditions, the calculated result is: Optimized Grouting Volume with Pressure Adjustment = 9.3876214446784 m^3.
The actual numerical result is computed by the Runtime engine using the persisted tool definition. The values shown here come from automatically validated test cases.
Formula / Method
optimized grouting volume with pressure adjustment = (3.14159265358979 * (pow(tunnel boring machine shield outer diameter, 2) - pow(segment lining inner diameter, 2)) / 4.0) * segment length * required void fill ratio * (1.0 + empirical pressure scaling coefficient * sqrt(ground elastic modulus / grout elastic modulus))Formula family: formula_tunneling_grouting_volume_and_pressure_optimizer_for_annular_gap_closure
Variables
| Symbol | Label | Role | Description |
|---|---|---|---|
| D_outer | Tunnel Boring Machine Shield Outer Diameter | INPUT | Tunnel Boring Machine Shield Outer Diameter |
| D_inner | Segment Lining Inner Diameter | INPUT | Segment Lining Inner Diameter |
| L_segment | Segment Length | INPUT | Segment Length |
| fill_ratio | Required Void Fill Ratio | INPUT | Required Void Fill Ratio |
| pressure_factor | Empirical Pressure Scaling Coefficient | INPUT | Empirical Pressure Scaling Coefficient |
| E_ground | Ground Elastic Modulus | INPUT | Ground Elastic Modulus |
| E_grout | Grout Elastic Modulus | INPUT | Grout Elastic Modulus |
| result | Optimized Grouting Volume with Pressure Adjustment | OUTPUT | Optimized Grouting Volume with Pressure Adjustment |
Calculation Steps
- Enter the tunnel boring machine shield outer diameter in m.
- Enter the segment lining inner diameter in m.
- Enter the segment length in m.
- Enter the required void fill ratio in 1.
- Enter the empirical pressure scaling coefficient in 1.
- Enter the ground elastic modulus in Pa.
- Enter the grout elastic modulus in Pa.
- Step 1: Compute optimized grouting volume with pressure adjustment.
- Read the optimized grouting volume with pressure adjustment (m^3) from the results.
Engineering Summary
Calculate Annular Gap Grouting Volume and Pressure Optimizer
Frequently Asked Questions
What does this calculator calculate?
The Annular Gap Grouting Volume and Pressure Optimizer Calculator estimates Optimized Grouting Volume with Pressure Adjustment based on the input parameters you provide
Why is tunnel boring machine shield outer diameter important in this calculation?
tunnel boring machine shield outer diameter is directly proportional to optimized grouting volume with pressure adjustment. When you enter tunnel boring machine shield outer diameter in m, the calculator uses it in the engineering formula to compute the output
How should I interpret the result optimized grouting volume with pressure adjustment?
The calculator outputs optimized grouting volume with pressure adjustment in m^3. The result is computed directly from the input values using the defined engineering formula
What units should I use for the inputs?
Enter each value in the units shown next to the input field: Tunnel Boring Machine Shield Outer Diameter (m), Segment Lining Inner Diameter (m), Segment Length (m), Ground Elastic Modulus (Pa), Grout Elastic Modulus (Pa). Make sure all inputs use the specified units for consistent results
What assumptions does this calculator use?
This calculator uses automatically validated engineering formulas. Results are approximate and should be validated against site-specific conditions, applicable codes, and professional engineering judgment
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