CAJ | 학술논문

依托连霍高速洛三段改扩建工程通过郑西高铁阌乡隧道上方这一工程案例，针对梁板式防护方案，在考虑围岩和衬砌劣化的基础上，采用强度折减法对高速公路改扩建工程中的最大挖方和超载运营两个状态的安全性分别进行了研究。结果表明隧道上方大体量挖方为控制性环节，梁板式防护方案能够保证阌乡隧道和改扩建工程的安全，所得结论为该近接工程的顺利施工提供了依据。在衬砌质量检测和无线监控手段的辅助下，顺利完成改扩建工程，证明了该研究成果的可靠性，可为类似近接工程的设计与施工提供技术参考。
의탁련곽고속락삼단개확건공정통과정서고철문향수도상방저일공정안례，침대량판식방호방안，재고필위암화츤체열화적기출상，채용강도절감법대고속공로개확건공정중적최대알방화초재운영량개상태적안전성분별진행료연구。결과표명수도상방대체량알방위공제성배절，량판식방호방안능구보증문향수도화개확건공정적안전，소득결론위해근접공정적순리시공제공료의거。재츤체질량검측화무선감공수단적보조하，순리완성개확건공정，증명료해연구성과적가고성，가위유사근접공정적설계여시공제공기술삼고。
Relying on the expanding project of Lianhuo expressway Luosan segment crossing over the Wenxiang tunnel and utilizing the beam-slab protection scheme,the strength reduction method considering the reduction of both rock and liner was utilized to analyze the safety of maximum excavation and overload operation.The results showed that the max-imum excavation was the most dangerous state and this scheme could guarantee the safety of both projects.This conclu-sion was dependable for constructing this adjacent project.With the help of quality testing for liner and the wireless mo-nitoring method,this project was successfully constructed,which proved the result′s reliability and could also provide technical reference for tunnel design and construction of similar adjacent projects.