/// <summary>
/// 得到土层
/// </summary>
/// <param name="batGridView"></param>
/// <returns></returns>
private List <Soillayer> GetSoillayerList(BatGridView batGridView)
{
List <Soillayer> ret = new List <Soillayer>();
for (int i = 0; i < batGridView.Rows.Count; i++)
{
DataGridViewRow item = batGridView.Rows[i];
Soillayer soillayer = new Soillayer();
//排除最后一行，并且如果钢束名称为空，则删除此钢束
if (item.Cells[0].Value != null && !string.IsNullOrEmpty(item.Cells[0].Value.ToString()))
{
//如果是新增加的行，还没有与之关联的对象，则new并关联
soillayer.Height = double.Parse(item.Cells[0].Value.ToString());
soillayer.Qik = double.Parse(item.Cells[1].Value.ToString());
soillayer.Fa0 = double.Parse(item.Cells[2].Value.ToString());
soillayer.Frk = double.Parse(item.Cells[2].Value.ToString());
soillayer.Gama = double.Parse(item.Cells[3].Value.ToString());
if (item.Cells[4].Value != null)
{
soillayer.Describe = item.Cells[4].Value.ToString();
}
ret.Add(soillayer);
}
}
return(ret);
}
private void button1_Click(object sender, EventArgs e)
{
try
{
List <Soillayer> listSoillayer = GetSoillayerList(this.batGridView1);
if (listSoillayer.Count > 0)
{
double fn = double.Parse(textBox1.Text);
double designLength = double.Parse(textBox2.Text);
double depth = double.Parse(textBox3.Text);
if (listSoillayer.Select(l => l.Height).Sum() < (designLength + depth))
{
MessageBox.Show("钻孔深度不足", "", MessageBoxButtons.OK, MessageBoxIcon.Error);
return;
}
double diametra = double.Parse(textBox4.Text);
double waterdepth = double.Parse(textBox5.Text);
if (mPileLengthCalculationType == PileLengthCalculationType.摩擦桩)
{
mCalculationText = "按摩擦桩计算：";
double f1 = Soillayer.GetSumQik(listSoillayer, designLength, diametra * Math.PI, depth);
mCalculationText += "\nΣQikL=" + S0(f1) + "kN";
double gama2 = Soillayer.GetSoilWeight(listSoillayer, designLength, depth, waterdepth);
mCalculationText += "\n加权土重=" + S1(gama2) + "kN/m3";
double m0 = double.Parse(textBox11.Text);
double gama = double.Parse(textBox10.Text);
double k2 = double.Parse(textBox9.Text);
double h = designLength + depth;
if (h > 40)
{
h = 40;
}
mCalculationText += "\n桩端埋置深度=" + S1(designLength + depth) + "m";
double fa0 = Soillayer.Getfa0(listSoillayer, designLength, depth);
mCalculationText += "\nfa0=" + S0(fa0) + "kPa";
double f2 = (diametra * diametra * Math.PI / 4) * (m0 * gama * (fa0 + k2 * gama2 * (h - 3)));
mCalculationText += "\nApQr=" + S0(f2) + "kN";
//桩自重与置换土层的差值
double pileW = 25 * designLength * diametra * diametra * Math.PI / 4;
mCalculationText += "\n桩自重=" + S0(pileW) + "kN";
double soilW = gama2 * (designLength + depth) * diametra * diametra * Math.PI / 4;
mCalculationText += "\n置换土重=" + S0(soilW) + "kN";
double dw = pileW - soilW;
textBox6.Text = S0(fn + dw);
textBox7.Text = S0(f1 + f2);
textBox8.Text = S1((f1 + f2) / (fn + dw));
}
else if (mPileLengthCalculationType == PileLengthCalculationType.嵌岩桩)
{
mCalculationText = "按嵌岩桩计算：";
double c2 = double.Parse(textBox13.Text);
double c1 = double.Parse(textBox12.Text);
mCalculationText += "\n桩端埋置深度=" + S1(designLength + depth) + "m";
double frk = Soillayer.GetFrk(listSoillayer, designLength, depth);
mCalculationText += "\nfrk=" + S0(frk) + "Mpa";
double f1 = c1 * diametra * diametra * Math.PI / 4 * frk * 1000;
mCalculationText += "\nc1Apfrk=" + S0(f1);
double ls = 0.8;
if (frk > 30)
{
ls = 0.2;
}
else if (frk > 15)
{
ls = 0.5;
}
mCalculationText += "\n侧阻力发挥系数=" + S1(ls);
double f2 = Soillayer.GetSumQik(listSoillayer, designLength, diametra * Math.PI, depth) * ls;
mCalculationText += "\nΣQikl=" + S0(f2) + "kN";
double f3 = Soillayer.GetSumFrk(listSoillayer, designLength, diametra * Math.PI, depth);
mCalculationText += "\nΣfrkh=" + S0(f3) + "kN";
//桩自重与置换土层的差值
double pileW = 25 * designLength * diametra * diametra * Math.PI / 4;
mCalculationText += "\n桩自重=" + S0(pileW) + "kN";
double g = Soillayer.GetSoilWeight(listSoillayer, designLength, depth, waterdepth);
mCalculationText += "\n加权土重=" + S1(g) + "kN/m3";
double soilW = g * (designLength + depth) * diametra * diametra * Math.PI / 4;
mCalculationText += "\n置换土重=" + S0(soilW) + "kN";
double dw = pileW - soilW;
textBox6.Text = S0(fn + dw);
textBox7.Text = S0(f1 + f2 + f3);
textBox8.Text = S1((f1 + f2 + f3) / (fn + dw));
}
}
}
catch (System.Exception ex)
{
MessageBox.Show(ex.Message, "", MessageBoxButtons.OK, MessageBoxIcon.Error);
}
}
