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1)  junction between roadbeds
路基结合部
1.
Aiming at the deformation at the junction between new and old roadbeds in road widening project,this paper,based on the Mohr-Coulomb model,adopts the finite element method to calculate and analyze the deformation properties at the junction between roadbeds so as to provide the theoretical basis for treatment of the junction between new and old roadbeds in old road widening project.
针对旧路拓宽工程中新旧路基结合部的变形问题,以Mohr-Coulomb模型为基础,采用有限元方法对路基结合部的变形性状进行计算分析,为旧路拓宽工程中新旧路基结合部的处治提供理论依据。
2)  coupling section of the new and old road
新旧路基结合部
3)  combined section of old and new roadbed
土路基结合部
4)  new-old basement
新老路基结合部隐患
5)  the combining site of the railway and bridge
路桥结合部
6)  roadbed combination
路基结合处
1.
Combination with work practices,the paper expatiates the roadbed broaden combinative lengthways crack creating reason,and adopting construction method of new-old roadbed combination in valid control combination because of asymmetry sinking declining producing crack,to ensure the engineering quantity and guarantee the normal carry of highway after extension.
结合工作实践,阐述了路基拓宽结合处产生纵向裂缝的原因,以及有效控制新旧路基结合处因不均匀沉降产生裂缝时所采用的施工方法,以确保工程质量,保证改扩建后公路的正常运营。
补充资料:游兖部逢孔君自卫来,欣然相遇若旧
【诗文】:
游人自卫返,背客隔淮来。倾盖金兰合,忘筌玉叶开。
繁花明日柳,疏蕊落风梅。将期重交态,时慰不然灰。



【注释】:



【出处】:
全唐诗:卷78_9
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