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连续配筋混凝土板在岩溶及采空区上的应用
引用本文:刘代全,宋军,曹文贵,彭衡和.连续配筋混凝土板在岩溶及采空区上的应用[J].公路,2003(1):9-12.
作者姓名:刘代全  宋军  曹文贵  彭衡和
作者单位:1. 湖南省高速公路管理局,长沙市,410001
2. 湖南大学土木工程学院,长沙市,410082
摘    要:连续配筋混凝土板应用于岩溶及采用空区,其作用机理与常规连续配筋混凝土路面存在本质区别。引进三维有限元分析方法,确定路面板的基本设计参数,并将板内纵向钢筋采用双层布置形式,以保证岩溶及采空区路基的稳定性,解决了岩溶及采空区路基连续配筋混凝土板的设计方法问题。

关 键 词:采空区  连续配筋混凝土板  抗弯设计  三维有限元  岩溶区  路面  稳定性  路基  高速公路
文章编号:0451-0712(2003)01-0009-04

Research on Treatment of Continuous Reinforced Concrete Slab of Subgrade in Karst and Mined-out Region
LIU Dai quan ,SONG Jun ,CAO Wen gui ,PENG Heng he.Research on Treatment of Continuous Reinforced Concrete Slab of Subgrade in Karst and Mined-out Region[J].Highway,2003(1):9-12.
Authors:LIU Dai quan  SONG Jun  CAO Wen gui  PENG Heng he
Institution:LIU Dai quan 1,SONG Jun 1,CAO Wen gui 2,PENG Heng he 1
Abstract:The continuous reinforced concrete slab are applied to the subgrade of Tan Shao Expressway in karst and mined out region. There exists essential distinction between the function of continous reinforced slab and the normal continuous reinforced concrete pavement. So the design method and theory become the key problems of design and execution of continuous reinforced slab treatment of Tan Shao Expressway. This paper introduces three dimensional finite element analysis method to determine basic design parameters of pavement slab, and the employ of double layer layout of longitudinal reinforcement in order to ensure the stability of subgrade in karst and mined out region.
Keywords:karst and mined  out region  continuous reinforced concrete pavement  bending design  three  dimensional finite element  
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