高速公路浸水填石路堤设计与施工的探讨

:0451-0712(2003)04-0082-02:U416.12:B(350004):K14+900K18+030,,,:;;,,:;;,,,,1;,,0.150.5m:11K14+900K18+0301.1A2(K8+000K27+200)19.196km,,1.2km,,23m,67.2m,,67m,65m1.2,,,,,0.5m,67.5m,65m;6567.5m;67.5m(2):cm21.3,,,,(1)20cm:2003-02-10200344HIGHWAYApr12003No14©1994-2007ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.(2)30cm++20cm+,,50cm(3)300göm220kNöm,2m,300göm22m,,,,50cm(4),15cm,,,U,1.4(1)(2),(3):4m1m;410m1.5m;10m2m25cm,11.5,(4)40cm1.5,,,1030cm(1)15,;(2),12m2%4%22.1,,,,,,,,;,2.2,,,,2.3,,2m1.5m40t1012kmöh20,11cm,5%7%2.4,,,(3):cm33(1),,;(2),;(3),,,:[1].().:,1996.[2](JTJ013-95).3820034:©1994-2007ChinaAcademicJournalElectronicPublishingHouse.Allrightsreserved.