Files
StructureHelper/StructureHelperTests/UnitTests/Calcuators/SoilAnchorCalculatorTest.cs
2024-12-18 22:16:50 +05:00

66 lines
2.8 KiB
C#

using NUnit.Framework;
using StructureHelperCommon.Models.Soils;
using System;
using System.Collections.Generic;
using System.Linq;
using System.Text;
using System.Threading.Tasks;
namespace StructureHelperTests.UnitTests.Calcuators
{
[TestFixture]
public class SoilAnchorCalculatorTest
{
[TestCase(6d, 0.483d, 7d, 0d, -2.188d, 25d, 30e3d, 2005767.1007324921d, 1671472.5839437435d)]
[TestCase(6d, 0.483d, 7d, 0d, -2.188d, 30d, 0d, 1437198.1109237692d, 1197665.0924364743d)]
public void Run_ShouldPass(double rootLength, double rootDiameter, double freeLength, double graundLevel, double headLevel, double fi, double c, double expectedCharBearingCapacity, double expectedDesignBearingCapacity)
{
//Arrange
var anchor = new SoilAnchor()
{
RootLength = rootLength,
RootDiameter = rootDiameter,
FreeLength = freeLength,
GroundLevel = graundLevel,
HeadLevel = headLevel,
};
var soil = new AnchorSoilProperties()
{
FrictionAngle = fi,
Coheasion = c
};
//Act
var calculator = new AnchorCalculator(anchor, soil);
calculator.Run();
var result = calculator.Result as AnchorResult;
//Assert
Assert.That(result, Is.Not.Null);
Assert.That(result.CharBearingCapacity, Is.EqualTo(expectedCharBearingCapacity).Within(expectedCharBearingCapacity * 1e-6d));
Assert.That(result.DesignBearingCapacity, Is.EqualTo(expectedDesignBearingCapacity).Within(expectedDesignBearingCapacity * 1e-6d));
}
[TestCase(6d, 0.2d, 7d, 0.145d, 0.28290937500000002d, 0.13633537500000006d)]
[TestCase(6d, 0.483, 7d, 0.145d, 1.6716908400000001d, 1.5251168399999999d)]
public void Run_ShouldPass_Volume(double rootLength, double rootDiameter, double freeLength, double boreHoleDiameter, double expectedVolume1, double expectedVolume2)
{
//Arrange
var anchor = new SoilAnchor()
{
RootLength = rootLength,
RootDiameter = rootDiameter,
FreeLength = freeLength,
BoreHoleDiameter = boreHoleDiameter,
};
var soil = new AnchorSoilProperties();
//Act
var calculator = new AnchorCalculator(anchor, soil);
calculator.Run();
var result = calculator.Result as AnchorResult;
//Assert
Assert.That(result, Is.Not.Null);
Assert.That(result.MortarVolumeFstStady, Is.EqualTo(expectedVolume1).Within(expectedVolume1 * 1e-6d));
Assert.That(result.MortarVolumeSndStady, Is.EqualTo(expectedVolume2).Within(expectedVolume2 * 1e-6d));
}
}
}