高速鐵路路基過渡段試驗段施工方案總結(jié)

1、1目錄1 編制依據(jù).................................................................22 試驗段概況 ..............................................................23 施工組織和施工安排 ......................................................43.1 試驗段

2、管理組織機(jī)構(gòu)...................................................43.2 機(jī)械配備.............................................................53.3 測量、試驗檢測儀器...................................................54 試驗?zāi)康?....................

3、............................................64.1 試驗?zāi)康?............................................................64.2 設(shè)定試驗組合.........................................................65 施工準(zhǔn)備 ..............................

4、..................................75.1 技術(shù)準(zhǔn)備.............................................................75.2 路基填料選擇.........................................................75.3 現(xiàn)場準(zhǔn)備.......................................

5、......................86 試驗段施工過程 ..........................................................86.1 施工工藝流程.........................................................96.2 施工過程....................................................

6、.........97 試驗段結(jié)果 .............................................................167.1 松鋪厚度與壓實厚度..................................................167.2 壓實工藝參數(shù)........................................................178 試驗段總

7、結(jié)結(jié)論 .........................................................189 附件 ...................................................................203本標(biāo)段過渡段填筑試驗段起止里程為 施工工點為 DK207+631 1-3m框架涵，涵長 34.07m，墻厚 0.48m，凈高 3.5m，斜交角度 40