{ "stringID": null, "fieldNames": [ "SMID", "SMX", "SMY", "SMZ", "SMUSERID", "SMGEOMETRYSIZE", "SMGEOPOSITION", "FIELD_SMUSERID", "名称", "起讫桩号", "长度", "位置", "最大填挖高度", "地质情况描述", "顺层或逆层", "边坡级数", "防护类型", "现状病害情况", "备注", "COMPT_CODE", "LIST_CODE", "PROJECT_QUANTITY", "UNIT", "INDICATORS", "LAYER", "LIST_ALIAS", "ZJBM", "PROJECT_POSITION", "PROJECT_SECTION", "STAGE", "MAIN_MATERIAL_ONE", "MAIN_MATERIAL_TWO", "MAIN_MATERIAL_THREE", "MAIN_MATERIAL_FOUR", "MAIN_MATERIAL_FIVE", "BOTTOMATTITUDE", "HEIGHT", "CENTER_X", "CENTER_Y", "BOUNDS_LEFT", "BOUNDS_RIGHT", "BOUNDS_TOP", "BOUNDS_BOTTOM" ], "geometry": null, "fieldValues": [ "3", "114.77944377757949", "23.84904737068244", "80.85337433591485", "0", "28", "65592", "3", "LJ-高路堤", "K3480+010~K3480+300", "290m", "右侧", "20.9m", "下伏为全风化花岗岩,地表为砾石土。目前边坡稳定。", "/", "2", "第一、二级:拱形骨架护坡(第一级边坡高8m,边坡坡率1:1.5;第二级边坡高12m,边坡坡率1:1.75)", "", "高路堤", "10", "LJ-高路堤", "", "", "", "高填深挖R@高填深挖1", "K3480+010~K3480+300右侧", "", "", "1-3-2-2", "", "", "", "", "", "", "", "80.85337433591485", "114.77942173300156", "23.84904737068244", "114.77820190769069", "114.78064155831241", "23.84971086157647", "23.848383879788415" ], "ID": 3 }