路基施工组织设计...................................................................................................................................................41 工程概况...............................................................................................................................................................41.1 DK547+200～+923.1 湿陷性黄土路基.......................................................................................................41.2 DK548+007.16～+403.05 深路堑路基.......................................................................................................51.3 DK548+400～+541.03 湿陷性黄土路基.....................................................................................................71.4 DK548+901.53～DK549+191.75 湿陷性黄土路基.....................................................................................91.5 DK549+264.1～+428.71 湿陷性黄土深路堑路基...................................................................................101.6 DK549+499.21～+775 路基.......................................................................................................................121.7 DK551+390～+510.43 深路堑路基...........................................................................................................131.8 DK551+859.62～+950 湿陷性黄土路基...................................................................................................151.9 DK556+637～+713 边坡防护路基.............................................................................................................161.10 DK561+585～+597 湿陷性黄土路基.......................................................................................................181.11 DK561+839.92～+853 边坡防护路基.....................................................................................................191.13 DK571+188.15～+502.42 浸水路堤............................................................................
