/// <summary>
/// 根据标贯值查内摩擦角，输入单参数
/// </summary>
/// <param name="_standard">采用的地方标准</param>
/// <param name="_soilType">土质类型</param>
/// <param name="_numberRow">输入参数</param>
/// <returns></returns>
public static double CalcuFrictionByNTest(string _standard, string _soilType, double _numberRow)
{
// 采用湖北省地方标准
if (_standard == "Hubei")
{
// 土质类型为一般黏性土、老黏性土
if (_soilType == "一般黏性土、老黏性土")
{
double[] paraCol = HubeiLocalStandardShearingStrength.ShearingStrengthNTestClay.ParaCol;
double[] values = HubeiLocalStandardShearingStrength.ShearingStrengthNTestClay.FrictionData;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
// 土质类型为砂土
if (_soilType == "砂土")
{
double[] paraCol = HubeiLocalStandardShearingStrength.ShearingStrengthNTestSand.ParaCol;
double[] values = HubeiLocalStandardShearingStrength.ShearingStrengthNTestSand.FrictionData;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
}
// 无法查取时返回空值
return(Constants.NullNumber);
}
/// <summary>
/// 根据Ps值查粘聚力，输入单参数
/// </summary>
/// <param name="_standard">采用的地方标准</param>
/// <param name="_soilType">土质类型</param>
/// <param name="_numberRow">输入参数</param>
/// <returns></returns>
public static double CalcuCohesionByCpt(string _standard, string _soilType, double _numberRow)
{
// 采用湖北省地方标准
if (_standard == "Hubei")
{
// 土质类型为淤泥质土、一般黏性土、老黏性土
if (_soilType == "淤泥质土、一般黏性土、老黏性土")
{
double[] paraCol = HubeiLocalStandardShearingStrength.ShearingStrengthCptClay.ParaCol;
double[] values = HubeiLocalStandardShearingStrength.ShearingStrengthCptClay.CohesionData;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
// 土质类型为粉土
if (_soilType == "粉土")
{
double[] paraRow = HubeiLocalStandardShearingStrength.ShearingStrengthCptSilt.ParaCol;
double[] values = HubeiLocalStandardShearingStrength.ShearingStrengthCptSilt.CohesionData;
return(GeoMath.Interpolation(_numberRow, paraRow, values));
}
}
// 无法查取时返回空值
return(Constants.NullNumber);
}
/// <summary>
/// 根据试验指标查承载力，输入单参数
/// </summary>
/// <param name="_standard">采用的地方标准</param>
/// <param name="_soilType">土质类型</param>
/// <param name="_numberRow">输入参数</param>
/// <returns></returns>
public static double CalcuBearingByRst(string _standard, string _soilType, double _numberRow)
{
// 采用湖北省地方标准
if (_standard == "Hubei")
{
// 土质类型为老黏性土
if (_soilType == "老黏性土")
{
double[] paraCol = HubeiLocalStandardBearingAndModulus.BearingRstOldClay.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingRstOldClay.Data;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
// 土质类型为淤泥、淤泥质土
if (_soilType == "淤泥、淤泥质土")
{
double[] paraRow = HubeiLocalStandardBearingAndModulus.BearingRstSludge.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingRstSludge.Data;
return(GeoMath.Interpolation(_numberRow, paraRow, values));
}
}
// 无法查取时返回空值
return(Constants.NullNumber);
}
/// <summary>
/// 根据Ps值查压缩模量，输入单参数
/// </summary>
/// <param name="_standard">采用的地方标准</param>
/// <param name="_soilType">土质类型</param>
/// <param name="_numberRow">输入参数</param>
/// <returns></returns>
public static double CalcuModulusByCpt(string _standard, string _soilType, double _numberRow)
{
// 采用湖北省地方标准
if (_standard == "Hubei")
{
// 土质类型为老黏性土
if (_soilType == "一般黏性土")
{
double[] paraCol = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptClay.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptClay.ModulusData;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
// 土质类型为老黏性土
if (_soilType == "老黏性土")
{
double[] paraRow = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptOldClay.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptOldClay.ModulusData;
return(GeoMath.Interpolation(_numberRow, paraRow, values));
}
// 土质类型为粉土
if (_soilType == "粉土")
{
double[] paraRow = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptSilt.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptSilt.ModulusData;
return(GeoMath.Interpolation(_numberRow, paraRow, values));
}
// 土质类型为素填土
if (_soilType == "素填土")
{
double[] paraRow = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptFill.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptFill.ModulusData;
return(GeoMath.Interpolation(_numberRow, paraRow, values));
}
// 土质类型为粉细砂
if (_soilType == "粉、细砂土")
{
double[] paraRow = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptFineSand.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptFineSand.ModulusData;
return(GeoMath.Interpolation(_numberRow, paraRow, values));
}
// 土质类型为中粗砂
if (_soilType == "中、粗砂土")
{
double[] paraRow = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptCoarseSand.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusCptCoarseSand.ModulusData;
return(GeoMath.Interpolation(_numberRow, paraRow, values));
}
}
// 无法查取时返回空值
return(Constants.NullNumber);
}
/// <summary>
/// 根据标贯/动探值查承载力，输入单参数
/// </summary>
/// <param name="_standard">采用的地方标准</param>
/// <param name="_soilType">土质类型</param>
/// <param name="_numberRow">输入参数</param>
/// <returns></returns>
public static double CalcuBearingByNTest(string _standard, string _soilType, double _numberRow)
{
// 采用湖北省地方标准
if (_standard == "Hubei")
{
// 土质类型为碎石土
if (_soilType == "碎石土")
{
double[] paraCol = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestGravels.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestGravels.BearingData;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
// 土质类型为一般黏性土
if (_soilType == "一般黏性土")
{
double[] paraCol = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestClay.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestClay.BearingData;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
// 土质类型为老黏性土
if (_soilType == "老黏性土")
{
double[] paraCol = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestOldClay.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestOldClay.BearingData;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
// 土质类型为杂填土
if (_soilType == "杂填土")
{
double[] paraCol = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestMixedFill.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestMixedFill.BearingData;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
// 土质类型为粉、细砂
if (_soilType == "粉、细砂")
{
double[] paraCol = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestFineSand.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestFineSand.BearingData;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
// 土质类型为中、粗砂
if (_soilType == "中、粗砂")
{
double[] paraCol = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestCoarseSand.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestCoarseSand.BearingData;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
// 土质类型为砾砂
if (_soilType == "砾砂")
{
double[] paraCol = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestGravellySand.ParaCol;
double[] values = HubeiLocalStandardBearingAndModulus.BearingAndModulusNTestGravellySand.BearingData;
return(GeoMath.Interpolation(_numberRow, paraCol, values));
}
}
// 无法查取时返回空值
return(Constants.NullNumber);
}