{ "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": [ "7", "114.77485792016874", "23.847030591950855", "98.44291477609147", "0", "28", "65704", "7", "LJ-深路堑", "K3480+500~K3480+800", "300m", "右侧", "35.8m", "下伏为全、强、弱风化细砂岩,地表为粉砂质土。河源断裂沿 NW75°左右的方向从线路K100-1760中心线穿过;河源断裂在此处的走向约成NW68°左右,倾向南约25°。该段坡体的岩性以砂岩为主,并有断层带物质。在弱风化的砂岩中节理裂隙发育,裂隙的倾角有15°、60°及90°。岩石中可见绿泥石化,且岩心破碎呈碎块状。目前边坡稳定。", "逆层", "4", "第一级:注浆钢锚管框架(边坡坡率1:0.75),第二级:预应力锚索框架(边坡坡率1:0.75),第三级:拱形骨架(边坡坡率1:1),第四级:客土喷播(边坡坡率1:1)每级坡高10m。", "", "高边坡", "14", "LJ-深路堑", "", "", "", "高填深挖R@高填深挖1", "K3480+500~K3480+800右侧", "", "", "1-3-2-1", "", "", "", "", "", "", "", "98.44291477609147", "114.77506723557339", "23.847030591950855", "114.77370513633214", "114.77642933481464", "23.847782196900713", "23.846278987001" ], "ID": 7 }