the sloping approach slabs and reinforcing approach pavement,have been proposed to avoid these problems for short or medium integral abutment bridges,thus absorbing the bridge thermal movement.
针对这个问题,在某一采用沥青混凝土铺装的中小整体式无缝桥梁,我们提出了采用斜置搭板和加筋接线路面结构等两项新措施,取消了搭板末端的路面接缝,而梁体的伸缩变形在接线路面以下被安全吸纳。
Through the analyses of test results,some frictional characteristics of HDPE geomembrane interface were provided;and the comparison between direct shear test and tilt table test w.
采用自行研制的直剪仪和斜板仪研究了3种粗糙程度的HDPE(高密度聚乙烯)膜分别与砂土、土工布及土工复合材料之间的界面摩擦特性,进行了高垂直应力的直剪试验和低垂直应力下的斜板试验。
The general observation was made at the different time points,the oblique board test was done and the CR cards were observed after the operation.
造模术后不同时间点分别进行大体观察、斜板实验及CR片观察。