Ballastless track railway expansive soil cutting structure and construction method
The invention discloses a ballastless track railway expansive soil cutting structure and a construction method. The ballastless track railway expansive soil cutting structure and the construction method effectively solve the problem of upwarp deformation caused when a high-speed ballastless track ra...
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Format | Patent |
Language | Chinese English |
Published |
08.12.2017
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Abstract | The invention discloses a ballastless track railway expansive soil cutting structure and a construction method. The ballastless track railway expansive soil cutting structure and the construction method effectively solve the problem of upwarp deformation caused when a high-speed ballastless track railway passes through expansive soil cutting, and meet the requirement of the high-speed railway on the line smoothness. The structure comprises cement fly ash gravel piles, elastic geotechnical profiles, a cushion layer structure, a foundation bed bottom layer, a foundation bed surface layer and drainage side ditches, wherein the cement fly ash gravel piles are transversely and longitudinally arranged in an expansive soil foundation in rows at intervals to form a composite foundation, and the setting depths exceed the expansive soil atmospheric influence depth; the elastic geotechnical profiles are arranged in the surface layer of the expansive soil foundation between every two adjacent transverse rows of cement fl |
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AbstractList | The invention discloses a ballastless track railway expansive soil cutting structure and a construction method. The ballastless track railway expansive soil cutting structure and the construction method effectively solve the problem of upwarp deformation caused when a high-speed ballastless track railway passes through expansive soil cutting, and meet the requirement of the high-speed railway on the line smoothness. The structure comprises cement fly ash gravel piles, elastic geotechnical profiles, a cushion layer structure, a foundation bed bottom layer, a foundation bed surface layer and drainage side ditches, wherein the cement fly ash gravel piles are transversely and longitudinally arranged in an expansive soil foundation in rows at intervals to form a composite foundation, and the setting depths exceed the expansive soil atmospheric influence depth; the elastic geotechnical profiles are arranged in the surface layer of the expansive soil foundation between every two adjacent transverse rows of cement fl |
Author | LI ANHONG YAO YUCHUN XIAO CHAOQIAN XU YOUDING ZENG YONGHONG |
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DocumentTitleAlternate | 种无砟轨道铁路膨胀土路堑结构及施工方法 |
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RelatedCompanies | CHINA RAILWAY ERYUAN ENGINEERING GROUP CO., LTD |
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Snippet | The invention discloses a ballastless track railway expansive soil cutting structure and a construction method. The ballastless track railway expansive soil... |
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SubjectTerms | CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES FIXED CONSTRUCTIONS MACHINES FOR MAKING RAILWAYS OF ALL KINDS PERMANENT WAY PERMANENT-WAY TOOLS |
Title | Ballastless track railway expansive soil cutting structure and construction method |
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