/// <summary>
        /// 根据标贯计算承载力和压缩模量函数
        /// </summary>
        public static void CalcuByNTest(List <StatisticNTest> _nTestStatisticList, string _soilType)
        {
            // 没有统计数据时退出
            if (_nTestStatisticList == null)
            {
                return;
            }

            // 初始化标贯/动探结构体
            ClearNTestStatisticResult();

            // 定义统计指标
            double ntestValue = Constants.NullNumber;

            ZkNTest.ntype ntestType = ZkNTest.ntype.N;

            // 提取数据库中的试验指标
            for (int i = 0; i < _nTestStatisticList.Count; i++)
            {
                if (_nTestStatisticList[i].Layer == LayerNumber)
                {
                    ntestValue = _nTestStatisticList[i].StandardValue == Constants.NullNumber ? _nTestStatisticList[i].Average : _nTestStatisticList[i].StandardValue;
                    ntestType  = _nTestStatisticList[i].Type;
                }
            }

            // 按规范和土质类型提取并计算填充指标
            if (CurrentStandard == "Hubei")
            {
                if (ntestValue != Constants.NullNumber)
                {
                    if (ntestType == ZkNTest.ntype.N)
                    {
                        StatisticResult.NTestParameter  = ntestType.ToString() + "(击)= " + ntestValue.ToString("0.0");
                        StatisticResult.FrictionByNTest = CalcuFrictionByNTest(CurrentStandard, _soilType, ntestValue) == Constants.NullNumber ? "/" : CalcuFrictionByNTest(CurrentStandard, _soilType, ntestValue).ToString("0.0");
                        StatisticResult.CohesionByNTest = CalcuCohesionByNTest(CurrentStandard, _soilType, ntestValue) == Constants.NullNumber ? "/" : CalcuCohesionByNTest(CurrentStandard, _soilType, ntestValue).ToString("0.0");
                    }
                    else
                    {
                        StatisticResult.NTestParameter  = "/";
                        StatisticResult.FrictionByNTest = "/";
                        StatisticResult.CohesionByNTest = "/";
                    }
                }
                else
                {
                    StatisticResult.NTestParameter  = "/";
                    StatisticResult.FrictionByNTest = "/";
                    StatisticResult.CohesionByNTest = "/";
                }
            }
        }
Beispiel #2
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        /// <summary>
        /// 绘制标贯/动探函数
        /// </summary>
        /// <param name="_depth">标贯/动探深度</param>
        /// <param name="_maxDepth">最大钻探深度</param>
        /// <param name="_value">标贯/动探击数</param>
        /// <param name="_type">标贯/动探类型</param>
        private void DrawZkNTest(double _depth, double _maxDepth, double _value, ZkNTest.ntype _type)
        {
            // 提取绘图区域宽度和高度
            double w = this.ZkCanvas.Width;
            double h = this.ZkCanvas.Height;

            // 设置地面Y坐标
            double dmy = 50;

            // 计算试验Y坐标
            double y = dmy + (h - dmy) * (_depth / _maxDepth);

            // 计算试验标签
            string nTestLabel = _type.ToString() + "=" + _value.ToString();

            // 绘图
            this.ZkCanvas.DrawText(w / 2 + 30, y - 8, nTestLabel, 14, Brushes.Brown, true, true, true);
        }