型®øÚîGbbs.3c3t.comIíÞ!Ò
®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò
®øÚîGbbs.3c3t.comIíÞ!Ò 我们开发的落球式岩土材料力学特性测试仪(以下简称“落球检测”)基于Hertz冲击理论,可以快速、高精度地测试岩土材料的变形特性,能够大面积,全断面进行填土的施工质量监理,有效地杜绝偷工减料等不正行为,保证施工质量。同时,根据实时反馈信息,可以优化设计,以求得到技术性和经济性的最佳平衡,取得最优效果,具有巨大的社会效益和经济效益。为保证重大工程的建设质量有着非常重要的意义。®øÚîGbbs.3c3t.comIíÞ!Ò
®øÚîGbbs.3c3t.comIíÞ!Ò 表22-1 国内外路基施工质量检测项目®øÚîGbbs.3c3t.comIíÞ!Ò
®øÚîGbbs.3c3t.comIíÞ!Ò 压实质量检测方法®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 中国®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 美国®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 德国®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 法国®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 英国®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 日本®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | |
铁路®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 公路®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ||||||
压实系数®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
相对密度Dr®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
孔隙率n®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
含气率na®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
现场CBR®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
地基系数K30®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
变形模量®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
贝克曼弯沉®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | √®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
表 2-22 我国高速铁路施工要求®øÚîGbbs.3c3t.comIíÞ!Ò
®øÚîGbbs.3c3t.comIíÞ!Ò 位置®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 材料®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 评价标准®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ||
压实度®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | K30®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò (MPa/m)®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 动变形模量®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò Evd(MPa)®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ||
基床以下路堤®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 砂类土及细砾土®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 0.92®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 110®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
碎石类及粗砾土®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 0.92®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 130®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | |
无砟轨道®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 可采用Ev2,Ev2>45MPa,且Ev2/Ev1<2.6®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | |||
基坑回填®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 30®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
过渡段基底®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 不限,路堤≤5m®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 40®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
不限,路堤<5m®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 30®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | |
基床表层下过渡段®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 级配碎石®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 0.95®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 150®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 50®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
基床表层下过渡段两侧®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 砂类土及细砾土®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 0.95®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 130®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 40®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
碎石类及粗砾土®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 0.95®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 150®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 40®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | |
基床底层®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 砂类土及细砾土®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 0.95®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 130®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 40®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
碎石类及粗砾土®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 0.95®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 150®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 40®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | |
无砟轨道®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 可采用Ev2,Ev2>80MPa,且Ev2/Ev1<2.5®øÚîGbbs.3c3t.comIíÞ!Ò | |||
基床表层®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 级配碎石®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 0.97®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 190®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 55®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
无砟轨道®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 可采用Ev2,Ev2>120MPa,且Ev2/Ev1<2.3®øÚîGbbs.3c3t.comIíÞ!Ò | |||
碎石垫层®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 填高<=3m®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 150®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |
填高>3m®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | 130®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò | ®øÚîGbbs.3c3t.comIíÞ!Ò ®øÚîGbbs.3c3t.comIíÞ!Ò |