Settlement Analysis and Treatment of Road and Bridge Transition Section
This article uses numerical simulation methods to study the deformation characteristics of the road and bridge transition sec-tion,and compares and analyzes the settlement changes of the original transition section model and the high-pressure jet grouting model.The longitudinal settlement of the original transition section is distributed in a"hook"shape,with a maximum settlement value of-9.2 cm.The differential settlement shows a variation pattern of first decreasing,then increasing,and then decreasing.The maxi-mum lateral settlement of the two working conditions is-6.2 cm,and the minimum value is-4.9 cm,indicating a relatively small o-verall settlement.After using high-pressure grouting and spraying,the longitudinal and transverse settlement of the roadbed was effec-tively controlled,and the deformation of the"hook"shape in the longitudinal direction was well improved,while the overall settlement in the transverse direction was reduced.
bridgehead bumproad and bridge transition sectiondifferential settlement
NETL
NSTL
万方数据
维普
