高速鐵路路基過渡段試驗(yàn)段施工方案總結(jié)

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

2、管理組織機(jī)構(gòu)...................................................43.2 機(jī)械配備.............................................................53.3 測(cè)量、試驗(yàn)檢測(cè)儀器...................................................54 試驗(yàn)?zāi)康?....................

3、............................................64.1 試驗(yàn)?zāi)康?............................................................64.2 設(shè)定試驗(yàn)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(chǎng)準(zhǔn)備.......................................

5、......................86 試驗(yàn)段施工過程 ..........................................................86.1 施工工藝流程.........................................................96.2 施工過程....................................................

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

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