private void readXML()
{
XmlReader xr = new XmlTextReader(path);
i = 0;
while (xr.Read())
{
if (xr.NodeType == XmlNodeType.Element)
{
if (xr.AttributeCount > 0)
{
if (xr.Name == "SystemData")
{
while (xr.MoveToNextAttribute())
{
switch (xr.Name)
{
case "projectName":
sysData.Project = xr.Value;
break;
case "columnGrid":
sysData.ColumGrid = xr.Value;
break;
case "method":
sysData.Method = xr.Value;
break;
case "areaRatio":
sysData.AreaRatio = Convert.ToDouble(xr.Value);
break;
case "columnRadius":
sysData.ColumnRadius = Convert.ToDouble(xr.Value);
break;
case "widening":
sysData.Rgeo = Convert.ToDouble(xr.Value);
break;
case "elongationStiffness":
sysData.J = Convert.ToDouble(xr.Value);
break;
case "load":
sysData.TotalLoad = Convert.ToDouble(xr.Value);
break;
case "athmosphericPressure":
sysData.Pref = Convert.ToDouble(xr.Value);
break;
case "ohde":
sysData.M = Convert.ToDouble(xr.Value);
break;
case "poisson":
sysData.Poisson = Convert.ToDouble(xr.Value);
break;
case "columnDistance":
sysData.S = Convert.ToDouble(xr.Value);
break;
}
}
}
if (xr.AttributeCount > 0)
{
if (xr.Name == "ColumnMaterial")
{
while (xr.MoveToNextAttribute())
{
switch (xr.Name)
{
case "effectivShearStrength":
columnMaterial.Phis = Convert.ToDouble(xr.Value);
break;
case "specificWeight":
columnMaterial.Gammas = Convert.ToDouble(xr.Value);
break;
}
}
}
}
if (xr.AttributeCount > 0)
{
if (xr.Name == "Geotextile")
{
while (xr.MoveToNextAttribute())
{
switch (xr.Name)
{
case "shortStrength":
geo.Rbk0 = Convert.ToDouble(xr.Value);
break;
case "a1":
geo.A1 = Convert.ToDouble(xr.Value);
break;
case "a2":
geo.A2 = Convert.ToDouble(xr.Value);
break;
case "a3":
geo.A3 = Convert.ToDouble(xr.Value);
break;
case "a4":
geo.A4 = Convert.ToDouble(xr.Value);
break;
case "a5":
geo.A5 = Convert.ToDouble(xr.Value);
break;
case "safetyFactor":
geo.GammaM = Convert.ToDouble(xr.Value);
break;
}
}
}
}
if (xr.AttributeCount > 0)
{
if (xr.Name == "soilLayer_" + i)
{
SoilMaterial soil = new SoilMaterial();
while (xr.MoveToNextAttribute())
{
switch (xr.Name)
{
case "layerThickness":
soil.LayerThickness = Convert.ToDouble(xr.Value);
break;
case "referenceModul":
soil.ReferenceEModul = Convert.ToDouble(xr.Value);
break;
case "effectiveCohesion":
soil.EffectiveCohesion = Convert.ToDouble(xr.Value);
break;
case "effectiveShearStrength":
soil.EffectiveShearStrengthLayer = Convert.ToDouble(xr.Value);
break;
case "specificWeight":
soil.SpecificWeightLayer = Convert.ToDouble(xr.Value);
break;
}
}
soilLayer.Add(soil);
i++;
}
}
if (xr.AttributeCount > 0)
{
if (xr.Name == "Time_stamp")
{
while (xr.MoveToNextAttribute())
{
switch (xr.Name)
{
case "Saved_file_on":
break;
}
}
}
}
}
}
}
xr.Close();
}
//set soil layers to object, put in a list, and if value changed, check wich index and change value
#region set soil layers
public void set_SoilLayers(object sender, DataGridViewCellEventArgs e)
{
try
{
int rowIndex = 0;
int cellIndex = 0;
double LayerThickness = 0;
double ReferenceEModul = 0;
double EffectiveCohesion = 0;
double EffectiveShearStrengthLayer = 0;
double SpecificWeightLayer = 0;
if (dgvSoilProperties.CurrentCell != null)
{
rowIndex = dgvSoilProperties.CurrentCell.RowIndex;
cellIndex = dgvSoilProperties.CurrentCell.ColumnIndex;
LayerThickness = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["layer"].Value);
ReferenceEModul = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["refEModulLayer"].Value);
EffectiveCohesion = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["effectiveCohesionLayer"].Value);
EffectiveShearStrengthLayer = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["effectiveShearStrengthLayer"].Value);
SpecificWeightLayer = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["specificWeightLayer"].Value);
if (LayerThickness == 0 && ReferenceEModul == 0 && EffectiveCohesion == 0 && EffectiveShearStrengthLayer == 0 && SpecificWeightLayer == 0)
{
soilList.RemoveAt(rowIndex);
dgvSoilProperties.Rows.RemoveAt(rowIndex);
}
if (LayerThickness != 0 && ReferenceEModul != 0 && EffectiveCohesion != 0 && EffectiveShearStrengthLayer != 0 && SpecificWeightLayer != 0)
{
if (rowIndex > soilList.Count - 1)
{
LayerThickness = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["layer"].Value);
ReferenceEModul = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["refEModulLayer"].Value);
EffectiveCohesion = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["effectiveCohesionLayer"].Value);
EffectiveShearStrengthLayer = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["effectiveShearStrengthLayer"].Value);
SpecificWeightLayer = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["specificWeightLayer"].Value);
soilList.Add(soilLayer = new SoilMaterial(LayerThickness, ReferenceEModul, EffectiveCohesion, EffectiveShearStrengthLayer, SpecificWeightLayer));
}
else
{
soilList[rowIndex].LayerThickness = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["layer"].Value);
soilList[rowIndex].ReferenceEModul = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["refEModulLayer"].Value);
soilList[rowIndex].EffectiveCohesion = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["effectiveCohesionLayer"].Value);
soilList[rowIndex].EffectiveShearStrengthLayer = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["effectiveShearStrengthLayer"].Value);
soilList[rowIndex].SpecificWeightLayer = Convert.ToDouble(dgvSoilProperties.Rows[rowIndex].Cells["specificWeightLayer"].Value);
}
}
}
}
catch (FormatException FormEx)
{
MessageBox.Show(FormEx.Message, "Worng Format", MessageBoxButtons.OK, MessageBoxIcon.Error);
}
catch (Exception ex)
{
MessageBox.Show(ex.Message);
}
show_Results();
}
