Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Dynamic compaction side slope and dynamic compaction side slope construction method
The invention discloses a dynamic compaction side slope construction method which comprises a first side slope layer, at least one second side slope layer and a third side slope layer, the second side slope layer is arranged below the first side slope layer and obtained through excavation treatment of the first side slope layer, and the third side slope layer is arranged below the second side slope layer and obtained through excavation treatment of the third side slope layer. The second side slope layer is subjected to excavation treatment, so that a special high excavation road section which is suitable for side slope excavation soil layers and is mainly miscellaneous fill and plain fill is formed. The method can be used for solving the problem that a cutting slope protection structure and a construction method in the prior art cannot be completely applicable.
本发明公开了一种强夯边坡强夯边坡施工方法，包括：第一边坡层、至少一个第二边坡层以及第三边坡层，第二边坡层设置于第一边坡层的下方，并经由第一边坡层通过挖方处理所得，第三边坡层设置于第二边坡层的下方，并经由第二边坡层通过挖方处理所得，以形成适用于边坡开挖土层主要为杂填土和素填土的特殊高挖方路段。本发明能用于解决现有技术中路堑边坡防护结构及施工方法无法完全适用的问题。
Dynamic compaction side slope and dynamic compaction side slope construction method
The invention discloses a dynamic compaction side slope construction method which comprises a first side slope layer, at least one second side slope layer and a third side slope layer, the second side slope layer is arranged below the first side slope layer and obtained through excavation treatment of the first side slope layer, and the third side slope layer is arranged below the second side slope layer and obtained through excavation treatment of the third side slope layer. The second side slope layer is subjected to excavation treatment, so that a special high excavation road section which is suitable for side slope excavation soil layers and is mainly miscellaneous fill and plain fill is formed. The method can be used for solving the problem that a cutting slope protection structure and a construction method in the prior art cannot be completely applicable.
本发明公开了一种强夯边坡强夯边坡施工方法，包括：第一边坡层、至少一个第二边坡层以及第三边坡层，第二边坡层设置于第一边坡层的下方，并经由第一边坡层通过挖方处理所得，第三边坡层设置于第二边坡层的下方，并经由第二边坡层通过挖方处理所得，以形成适用于边坡开挖土层主要为杂填土和素填土的特殊高挖方路段。本发明能用于解决现有技术中路堑边坡防护结构及施工方法无法完全适用的问题。
Dynamic compaction side slope and dynamic compaction side slope construction method
一种强夯边坡及强夯边坡施工方法
ZHONG XIAOHUA (Autor:in) / WANG PAN (Autor:in) / ZHANG YU (Autor:in) / LI YUEFEI (Autor:in) / XU CHAO (Autor:in)
06.05.2022
Patent
Elektronische Ressource
Chinesisch
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