山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
36期
177-179
,共3页
高速铁路%路桥过渡段%沉降变形%分析
高速鐵路%路橋過渡段%沉降變形%分析
고속철로%로교과도단%침강변형%분석
high-speed railway%transition between roadbed and bridge%settlement deformation%analysis
通过对路桥过渡段沉降变形观测数据的统计分析，得出桥台沉降与不同桩基的关系，过渡段路基沉降与不同地基处理方式、路基填筑高度的关系及桥台的高度和桩基础的深度对桥台沉降影响不大等结论，为高速铁路路桥过渡段设计、施工提供了参考。
通過對路橋過渡段沉降變形觀測數據的統計分析，得齣橋檯沉降與不同樁基的關繫，過渡段路基沉降與不同地基處理方式、路基填築高度的關繫及橋檯的高度和樁基礎的深度對橋檯沉降影響不大等結論，為高速鐵路路橋過渡段設計、施工提供瞭參攷。
통과대로교과도단침강변형관측수거적통계분석，득출교태침강여불동장기적관계，과도단로기침강여불동지기처리방식、로기전축고도적관계급교태적고도화장기출적심도대교태침강영향불대등결론，위고속철로로교과도단설계、시공제공료삼고。
By statistical analysis of deformation observation data in settlement between bridge and road, this article gets the relationship of the a- butment and pile foundation, relationship of transition roadbed subsidence and different ground treatment, relationship of transition roadbed sub- sidence and the roadbed const~ction height, the height of the abutment and pile foundation depth have little influence on abutment settlement. Provide a reference about design and construction of transition between roadbed and bridge of the high-speed railway.
