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Construction method for soft foundation replacement and filling of temporary road based on flow-state solidified soil
The invention relates to a construction method for a soft foundation replacement and filling temporary road based on flow state solidified soil, the construction method is arranged on a soft soil layer, the soft soil layer comprises a first construction area and a second construction area, and the construction method comprises the following steps that the soft soil layer in the first construction area is solidified, and after soft soil in the first construction area is solidified, the second construction area is constructed; the construction position, corresponding to the temporary road, of the first construction area is excavated to form a first construction section; constructing on the first construction section to form a first temporary road; the soft soil layer in the second construction area is solidified, after the soft soil in the second construction area is solidified, the soft soil in the second construction area is replaced and filled, and materials needed for replacement and filling are transported through the first temporary road; and a second temporary road is constructed on the top of the second construction area, the first construction area is subjected to replacement filling, and materials needed for replacement filling are transported through the second temporary road.
本发明涉及一种基于流态固化土的软基换填临时道路的施工方法,设置于软土层上,所述软土层包括第一施工区和第二施工区,包括如下步骤:对所述第一施工区内的软土层进行固化,待所述第一施工区内的软土固化完成后,于所述第一施工区对应所述临时道路的施工位置挖除形成第一施工段;于所述第一施工段上施工形成第一临时道路;对所述第二施工区内的软土层进行固化,待所述第二施工区内的软土固化完成后,对所述第二施工区内的软土换填,并通过所述第一临时道路运输换填所需的物料;于所述第二施工区的顶部施工第二临时道路,并对所述第一施工区进行换填,并通过所述第二临时道路运输换填所需的物料。
Construction method for soft foundation replacement and filling of temporary road based on flow-state solidified soil
The invention relates to a construction method for a soft foundation replacement and filling temporary road based on flow state solidified soil, the construction method is arranged on a soft soil layer, the soft soil layer comprises a first construction area and a second construction area, and the construction method comprises the following steps that the soft soil layer in the first construction area is solidified, and after soft soil in the first construction area is solidified, the second construction area is constructed; the construction position, corresponding to the temporary road, of the first construction area is excavated to form a first construction section; constructing on the first construction section to form a first temporary road; the soft soil layer in the second construction area is solidified, after the soft soil in the second construction area is solidified, the soft soil in the second construction area is replaced and filled, and materials needed for replacement and filling are transported through the first temporary road; and a second temporary road is constructed on the top of the second construction area, the first construction area is subjected to replacement filling, and materials needed for replacement filling are transported through the second temporary road.
本发明涉及一种基于流态固化土的软基换填临时道路的施工方法,设置于软土层上,所述软土层包括第一施工区和第二施工区,包括如下步骤:对所述第一施工区内的软土层进行固化,待所述第一施工区内的软土固化完成后,于所述第一施工区对应所述临时道路的施工位置挖除形成第一施工段;于所述第一施工段上施工形成第一临时道路;对所述第二施工区内的软土层进行固化,待所述第二施工区内的软土固化完成后,对所述第二施工区内的软土换填,并通过所述第一临时道路运输换填所需的物料;于所述第二施工区的顶部施工第二临时道路,并对所述第一施工区进行换填,并通过所述第二临时道路运输换填所需的物料。
Construction method for soft foundation replacement and filling of temporary road based on flow-state solidified soil
一种基于流态固化土的软基换填临时道路的施工方法
FAN SHIBO (Autor:in) / WU WEIJIN (Autor:in) / ZHU CAN (Autor:in) / LI HANG (Autor:in) / WANG SONG (Autor:in) / LIANG CHAOHENG (Autor:in) / JIANG YANQING (Autor:in) / PAN YANYI (Autor:in) / LIU CHONGQING (Autor:in) / LI XUEWEN (Autor:in)
26.11.2024
Patent
Elektronische Ressource
Chinesisch
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