英语翻译3.基底软基采用抛石挤淤处理,并将原设计分离式变更为整体式基础4.对该路段进行改线设计,新线位于老线左侧,并相应增加涵洞及排水设施5.圆管涵洞口边坡防护坡度和砌筑厚度不符
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![英语翻译3.基底软基采用抛石挤淤处理,并将原设计分离式变更为整体式基础4.对该路段进行改线设计,新线位于老线左侧,并相应增加涵洞及排水设施5.圆管涵洞口边坡防护坡度和砌筑厚度不符](/uploads/image/z/11276120-56-0.jpg?t=%E8%8B%B1%E8%AF%AD%E7%BF%BB%E8%AF%913.%E5%9F%BA%E5%BA%95%E8%BD%AF%E5%9F%BA%E9%87%87%E7%94%A8%E6%8A%9B%E7%9F%B3%E6%8C%A4%E6%B7%A4%E5%A4%84%E7%90%86%2C%E5%B9%B6%E5%B0%86%E5%8E%9F%E8%AE%BE%E8%AE%A1%E5%88%86%E7%A6%BB%E5%BC%8F%E5%8F%98%E6%9B%B4%E4%B8%BA%E6%95%B4%E4%BD%93%E5%BC%8F%E5%9F%BA%E7%A1%804.%E5%AF%B9%E8%AF%A5%E8%B7%AF%E6%AE%B5%E8%BF%9B%E8%A1%8C%E6%94%B9%E7%BA%BF%E8%AE%BE%E8%AE%A1%2C%E6%96%B0%E7%BA%BF%E4%BD%8D%E4%BA%8E%E8%80%81%E7%BA%BF%E5%B7%A6%E4%BE%A7%2C%E5%B9%B6%E7%9B%B8%E5%BA%94%E5%A2%9E%E5%8A%A0%E6%B6%B5%E6%B4%9E%E5%8F%8A%E6%8E%92%E6%B0%B4%E8%AE%BE%E6%96%BD5.%E5%9C%86%E7%AE%A1%E6%B6%B5%E6%B4%9E%E5%8F%A3%E8%BE%B9%E5%9D%A1%E9%98%B2%E6%8A%A4%E5%9D%A1%E5%BA%A6%E5%92%8C%E7%A0%8C%E7%AD%91%E5%8E%9A%E5%BA%A6%E4%B8%8D%E7%AC%A6)
英语翻译3.基底软基采用抛石挤淤处理,并将原设计分离式变更为整体式基础4.对该路段进行改线设计,新线位于老线左侧,并相应增加涵洞及排水设施5.圆管涵洞口边坡防护坡度和砌筑厚度不符
英语翻译
3.基底软基采用抛石挤淤处理,并将原设计分离式变更为整体式基础
4.对该路段进行改线设计,新线位于老线左侧,并相应增加涵洞及排水设施
5.圆管涵洞口边坡防护坡度和砌筑厚度不符合设计要求
6.盖板暗沟铺底厚度不符合设计要求
7.挖方段左侧排水沟浆砌片石墙身施工时,片石几何尺寸不符合要求、砂浆不饱满并且砂浆质量极差
英语翻译3.基底软基采用抛石挤淤处理,并将原设计分离式变更为整体式基础4.对该路段进行改线设计,新线位于老线左侧,并相应增加涵洞及排水设施5.圆管涵洞口边坡防护坡度和砌筑厚度不符
3 soft bed crowded basement by sedimentation,original design changes.For integral seperated
In this section 4) for new design,located in old undesirable side line,and the corresponding increase culverts and drainage facilities
5 pipe culvert mouth slope protection slope and laying thickness not comply with the design requirements
6 AnGou plate thickness conform to the requirement of design
7.The excavation section drains slurry wall brick chips and construction,crushed geometry size requirements,mortar cement mortar and poor quality of full