Analysis of mechanical properties of transition segment of road and bridge based on high-strength foam concrete

The settlement difference in the transition section of road and bridge may lead to traffic accidents, which has many negative effects. Back filling of foam concrete behind abutment is a good method of treatment. In this study, a kind of high-strength foam concrete was designed for back filling of tr...

Full description

Bibliographic Details
Main Author: Hongmei Cao
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2019-07-01
Series:Frattura ed Integrità Strutturale
Subjects:
Online Access:https://www.fracturae.com/index.php/fis/article/view/2357/2666
id doaj-84183a89ee294235967e4633588ca5e5
record_format Article
spelling doaj-84183a89ee294235967e4633588ca5e52020-11-24T21:50:34ZengGruppo Italiano FratturaFrattura ed Integrità Strutturale1971-89932019-07-01134983183910.3221/IGF-ESIS.49.7310.3221/IGF-ESIS.49.73Analysis of mechanical properties of transition segment of road and bridge based on high-strength foam concreteHongmei CaoThe settlement difference in the transition section of road and bridge may lead to traffic accidents, which has many negative effects. Back filling of foam concrete behind abutment is a good method of treatment. In this study, a kind of high-strength foam concrete was designed for back filling of transition section of road and bridge, and the mechanical properties of the transition section of road and bridge were analyzed using finite element analysis method. It was found that only a large number of micro cracks grew in high-strength concrete under a large number of load cycles, and structural damage did not happen, indicating the high-strength foam concrete had high strength and long service life; the static base pressure was about 40 kPa, indicating a small burden on the structure. Under the vehicle load, the vertical displacement of the transition section of road and bridge with back filling of high-strength foam concrete behind abutment was about 0.7 m and the maximum vertical stress was about -40 kPa, which was significantly lower than that of the ordinary concrete, and the stability was favourable and the settlement was small, indicating that the high-strength foam concrete had good vibration absorption effect. The analysis results verifies the value of the high-strength foam concrete as the backfill material of the transition section of road and bridge and proves that it can effectively solve the problem of differential settlement of the transition segment of road and bridge, providing some theoretical bases for its application and popularization.https://www.fracturae.com/index.php/fis/article/view/2357/2666Foam concreteTransition section of road and bridgeSettlement differenceBack filling behind abutmentMechanical properties
collection DOAJ
language English
format Article
sources DOAJ
author Hongmei Cao
spellingShingle Hongmei Cao
Analysis of mechanical properties of transition segment of road and bridge based on high-strength foam concrete
Frattura ed Integrità Strutturale
Foam concrete
Transition section of road and bridge
Settlement difference
Back filling behind abutment
Mechanical properties
author_facet Hongmei Cao
author_sort Hongmei Cao
title Analysis of mechanical properties of transition segment of road and bridge based on high-strength foam concrete
title_short Analysis of mechanical properties of transition segment of road and bridge based on high-strength foam concrete
title_full Analysis of mechanical properties of transition segment of road and bridge based on high-strength foam concrete
title_fullStr Analysis of mechanical properties of transition segment of road and bridge based on high-strength foam concrete
title_full_unstemmed Analysis of mechanical properties of transition segment of road and bridge based on high-strength foam concrete
title_sort analysis of mechanical properties of transition segment of road and bridge based on high-strength foam concrete
publisher Gruppo Italiano Frattura
series Frattura ed Integrità Strutturale
issn 1971-8993
publishDate 2019-07-01
description The settlement difference in the transition section of road and bridge may lead to traffic accidents, which has many negative effects. Back filling of foam concrete behind abutment is a good method of treatment. In this study, a kind of high-strength foam concrete was designed for back filling of transition section of road and bridge, and the mechanical properties of the transition section of road and bridge were analyzed using finite element analysis method. It was found that only a large number of micro cracks grew in high-strength concrete under a large number of load cycles, and structural damage did not happen, indicating the high-strength foam concrete had high strength and long service life; the static base pressure was about 40 kPa, indicating a small burden on the structure. Under the vehicle load, the vertical displacement of the transition section of road and bridge with back filling of high-strength foam concrete behind abutment was about 0.7 m and the maximum vertical stress was about -40 kPa, which was significantly lower than that of the ordinary concrete, and the stability was favourable and the settlement was small, indicating that the high-strength foam concrete had good vibration absorption effect. The analysis results verifies the value of the high-strength foam concrete as the backfill material of the transition section of road and bridge and proves that it can effectively solve the problem of differential settlement of the transition segment of road and bridge, providing some theoretical bases for its application and popularization.
topic Foam concrete
Transition section of road and bridge
Settlement difference
Back filling behind abutment
Mechanical properties
url https://www.fracturae.com/index.php/fis/article/view/2357/2666
work_keys_str_mv AT hongmeicao analysisofmechanicalpropertiesoftransitionsegmentofroadandbridgebasedonhighstrengthfoamconcrete
_version_ 1725883182166835200