/// <summary>
/// 根据试验指标计算抗剪强度函数
/// </summary>
public static void CalcuByRst(List <StatisticRST> _rstStatisticList)
{
// 没有统计数据时退出
if (_rstStatisticList == null)
{
return;
}
// 提取数据库中的试验指标
StatisticRST.RSTType[] typeList = new StatisticRST.RSTType[]
{
StatisticRST.RSTType.frictionAngle,
StatisticRST.RSTType.cohesion,
};
List <double> averageList = new List <double>();
for (int i = 0; i < _rstStatisticList.Count; i++)
{
if (_rstStatisticList[i].Layer == LayerNumber)
{
for (int j = 0; j < typeList.Length; j++)
{
if (_rstStatisticList[i].Type == typeList[j])
{
averageList.Add(_rstStatisticList[i].Average);
}
}
}
}
// 初始化试验指标结构体
ClearRstStatisticResult();
// 直接赋值抗剪强度
if (averageList.Count > 0)
{
StatisticResult.FrictionByRst = averageList[0] == Constants.NullNumber ? "/" : averageList[0].ToString("0.0");
}
else
{
StatisticResult.FrictionByRst = "/";
}
if (averageList.Count > 1)
{
StatisticResult.CohesionByRst = averageList[1] == Constants.NullNumber ? "/" : averageList[1].ToString("0.0");
}
else
{
StatisticResult.CohesionByRst = "/";
}
}
/// <summary>
/// 根据试验指标计算承载力函数
/// </summary>
public static void CalcuByRst(List <StatisticRST> _rstStatisticList, string _soilType)
{
// 没有统计数据时退出
if (_rstStatisticList == null)
{
return;
}
// 提取数据库中的试验指标
StatisticRST.RSTType[] typeList = new StatisticRST.RSTType[]
{
StatisticRST.RSTType.waterLevel,
StatisticRST.RSTType.density,
StatisticRST.RSTType.specificGravity,
StatisticRST.RSTType.voidRatio,
StatisticRST.RSTType.saturation,
StatisticRST.RSTType.liquidLimit,
StatisticRST.RSTType.plasticLimit,
StatisticRST.RSTType.plasticIndex,
StatisticRST.RSTType.liquidityIndex,
StatisticRST.RSTType.compressibility,
StatisticRST.RSTType.modulus,
StatisticRST.RSTType.frictionAngle,
StatisticRST.RSTType.cohesion,
StatisticRST.RSTType.permeability
};
List <double> countList = new List <double>();
List <double> maxList = new List <double>();
List <double> minList = new List <double>();
List <double> averageList = new List <double>();
List <double> standardDeviationList = new List <double>();
List <double> variableCoefficientList = new List <double>();
List <double> correctionCoefficientList = new List <double>();
List <double> standardValue = new List <double>();
for (int i = 0; i < _rstStatisticList.Count; i++)
{
if (_rstStatisticList[i].Layer == LayerNumber)
{
for (int j = 0; j < typeList.Length; j++)
{
if (_rstStatisticList[i].Type == typeList[j])
{
countList.Add(_rstStatisticList[i].Count);
maxList.Add(_rstStatisticList[i].Max);
minList.Add(_rstStatisticList[i].Min);
averageList.Add(_rstStatisticList[i].Average);
standardDeviationList.Add(_rstStatisticList[i].StandardDeviation);
variableCoefficientList.Add(_rstStatisticList[i].VariableCoefficient);
correctionCoefficientList.Add(_rstStatisticList[i].CorrectionCoefficient);
standardValue.Add(_rstStatisticList[i].StandardValue);
}
}
}
}
// 初始化试验指标结构体
ClearRstStatisticResult();
// 直接赋值模量
StatisticResult.ModulusByRst = averageList[10] == Constants.NullNumber ? "/" : averageList[10].ToString("0.0");
// 定义统计指标
double paraRow = Constants.NullNumber;
double paraCol = Constants.NullNumber;
// 按规范和土质类型提取并计算填充指标
if (CurrentStandard == "Hubei")
{
if (_soilType == "一般黏性土")
{
paraRow = averageList[3];
paraCol = averageList[8];
if (paraRow != Constants.NullNumber && paraCol != Constants.NullNumber)
{
RstParameter = "孔隙比=" + paraRow.ToString("0.00") + "\n液性指数=" + paraCol.ToString("0.00");
}
else
{
RstParameter = "/";
}
StatisticResult.BearingByRst = CalcuBearingByRst(CurrentStandard, _soilType, paraRow, paraCol) == Constants.NullNumber ? "/" : CalcuBearingByRst(CurrentStandard, _soilType, paraRow, paraCol).ToString("0");
}
else if (_soilType == "新近沉积黏性土")
{
paraRow = averageList[3];
paraCol = averageList[8];
if (paraRow != Constants.NullNumber && paraCol != Constants.NullNumber)
{
RstParameter = "孔隙比=" + paraRow.ToString("0.00") + "\n液性指数=" + paraCol.ToString("0.00");
}
else
{
RstParameter = "/";
}
StatisticResult.BearingByRst = CalcuBearingByRst(CurrentStandard, _soilType, paraRow, paraCol) == Constants.NullNumber ? "/" : CalcuBearingByRst(CurrentStandard, _soilType, paraRow, paraCol).ToString("0");
}
else if (_soilType == "老黏性土")
{
paraRow = averageList[0] / averageList[5];
if (paraRow != Constants.NullNumber)
{
RstParameter = "含水比=" + paraRow.ToString("0.00");
}
else
{
RstParameter = "/";
}
StatisticResult.BearingByRst = CalcuBearingByRst(CurrentStandard, _soilType, paraRow) == Constants.NullNumber ? "/" : CalcuBearingByRst(CurrentStandard, _soilType, paraRow).ToString("0");
}
else if (_soilType == "淤泥、淤泥质土")
{
paraRow = averageList[0];
if (paraRow != Constants.NullNumber)
{
RstParameter = "含水量=" + paraRow.ToString("0.0");
}
else
{
RstParameter = "/";
}
StatisticResult.BearingByRst = CalcuBearingByRst(CurrentStandard, _soilType, paraRow) == Constants.NullNumber ? "/" : CalcuBearingByRst(CurrentStandard, _soilType, paraRow).ToString("0");
}
else if (_soilType == "粉土")
{
paraRow = averageList[3];
paraCol = averageList[0];
if (paraRow != Constants.NullNumber && paraCol != Constants.NullNumber)
{
RstParameter = "孔隙比=" + paraRow.ToString("0.0") + "\n含水量=" + paraCol.ToString("0.00");
}
else
{
RstParameter = "/";
}
StatisticResult.BearingByRst = CalcuBearingByRst(CurrentStandard, _soilType, paraRow, paraCol) == Constants.NullNumber ? "/" : CalcuBearingByRst(CurrentStandard, _soilType, paraRow, paraCol).ToString("0");
}
else
{
RstParameter = "/";
StatisticResult.BearingByRst = "/";
}
}
}
