static void Main(string[] args)
{
/* var _soilSample = new SoilSample();
* _soilSample.TestResult = new List<SieveMesh>();
* _soilSample.TestResult.Add(new SieveMesh() { Amount = 0.06, Size = 0.063 });
* _soilSample.TestResult.Add(new SieveMesh() { Amount = 0.18, Size = 0.125 });
* _soilSample.TestResult.Add(new SieveMesh() { Amount = 0.25, Size = 0.25 });
* _soilSample.TestResult.Add(new SieveMesh() { Amount = 0.45, Size = 0.5 });
* _soilSample.TestResult.Add(new SieveMesh() { Amount = 0.60, Size = 1.0 });
* _soilSample.TestResult.Add(new SieveMesh() { Amount = 0.80, Size = 4.0 });
* _soilSample.TestResult.Add(new SieveMesh() { Amount = 1.0, Size = 8 });
* var s = new SieveParametersManager(_soilSample);
*
* _soilSample.SieveParameter = s.GetSieveParameters();
* _soilSample.Weight = 18.5;
* _soilSample.Compaction = 98;
* _soilSample.SolidWeight = 26;
*
*
* var plast = new PlasticityClass("S", true);
*
* var grade = new GradeClass("S",6);
*
* var d=grade.GetClass(_soilSample);
*
* var p = plast.GetClass(new Base.Model.NonDb.AttenbergLimits() {PlasticLimit=20,LiquidLimit=20 });
*
* var cla = new BasicClassificationManager(_soilSample,new Base.Model.NonDb.AttenbergLimits() { PlasticLimit=20,LiquidLimit=20});
*
* var fsd = cla.Classify();
* var _soilParameters = new SDMBasedParametersManager();
*
* _soilParameters.SoilSample = _soilSample;
*
* var _model = new DuncanSoilModel(_soilParameters, _soilParameters);
* _model.AtmosphericPressure = 100;
* _model.ConfiningPressure = 50;
*
*
*
* var modules = new ModulesCalculator(_model);
*
* double secant = modules.GetSecantModulus(.2);
* double tangent = modules.GetTangentModulus(.2);
*
* var repoU = new UserRepository();
* repoU.Add(new User() { Login = "******", Passwd = "sss" ,Expire=200});
* repoU.Complete();
*
* _soilSample.UserId = 1;
* _soilSample.Name = "dadssdasadsaa";
*
*
* var repo = new SoilSampleRepository();
* //SoilSample usr=repo.Get(1);
*
* repo.Add(_soilSample);
* repo.Complete();*/
//var res = par.ResultantFrictionAngle(589, 100);
var listA = new Point[] {
new Point()
{
X = 1, Y = 4274.749
},
};
var listB = new Point[] {
new Point()
{
X = 1, Y = 7584.23
},
};
var listC = new Point[] {
new Point()
{
X = 1, Y = 10686.87
},
};
var listOfTests = new TriaxialTest[] {
new TriaxialTest()
{
ConfiningPressure = 861.84, TestResults = listA
},
new TriaxialTest()
{
ConfiningPressure = 1723.689, TestResults = listB
},
new TriaxialTest()
{
ConfiningPressure = 2930.27, TestResults = listC
}
};
var par = new MohrCohesionlessParameters(listOfTests);
var ddd = par.FrictionAngle;
var listD = new Point[] {
new Point()
{
X = 1, Y = 1
},
new Point()
{
X = 2, Y = 4
},
new Point()
{
X = 3, Y = 6
},
new Point()
{
X = 4, Y = 8
},
new Point()
{
X = 5, Y = 6
},
new Point()
{
X = 6, Y = 4
},
};
var datafilter = new DataPreparationManager(listD);
var fd = datafilter.GetFilteredDataByEpsilon();
var fdd = datafilter.GetFilteredDataByStress();
var fddd = datafilter.GetFilteredDataByStressRelative();
}
public void GetListOfConfiningPressures()
{
var listA = new Point[] {
new Point()
{
X = 1, Y = 2
},
new Point()
{
X = 2, Y = 3
},
new Point()
{
X = 3, Y = 3.2
},
new Point()
{
X = 4, Y = 3.0
},
new Point()
{
X = 5, Y = 3.1
}
};
var listB = new Point[] {
new Point()
{
X = 0, Y = 2
},
new Point()
{
X = 4, Y = 3
},
new Point()
{
X = 8, Y = 3.2
},
new Point()
{
X = 12, Y = 3.4
},
new Point()
{
X = 16, Y = 3.4
}
};
var listOfTests = new TriaxialTest[] {
new TriaxialTest()
{
ConfiningPressure = 300, TestResults = listA
},
new TriaxialTest()
{
ConfiningPressure = 100, TestResults = listB
}
};
var expect = new double[] { 100, 300 };
var MohrCohesionelessParameters = new MohrCohesionlessParameters();
var result = MohrCohesionelessParameters.GetListOfConfiningPressures(listOfTests);
CollectionAssert.AreEqual(expect, (ICollection)result);
}
