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土石路基压实度可靠性分析与评价
引用本文:刘长发,赵明阶,张华.土石路基压实度可靠性分析与评价[J].水利与建筑工程学报,2011,9(5):54-59.
作者姓名:刘长发  赵明阶  张华
作者单位:1. 重庆交通大学河海学院,重庆,400074
2. 四川地质矿产勘查开发局403地质队,四川乐山,614200
基金项目:云南省交通厅基金项目(YN2009SY02)
摘    要:压实度是衡量路基填筑质量的一个重要指标,长期工程实践中形成了灌砂法、波动法等多种检测手段。然而,它们的点测性或面测性严重影响了路基压实度评价的可靠性和代表性。为此,基于土石路基变异性分析,将工程实际中的压实度与可靠性理论相结合,建立路基压实度与可靠性理论相耦合的二元评价体系,从而实现路基填筑质量评价的有效性和可靠性。

关 键 词:土石路基  压实度  可靠性  变异性  二元评价体系

Reliability Analysis and Evaluation for Compaction Degree of Earth-rock Foundation
LIU Chang-fa,ZHAO Ming-jie,ZHANG Hua.Reliability Analysis and Evaluation for Compaction Degree of Earth-rock Foundation[J].Journal of Water Resources Architectural Engineering,2011,9(5):54-59.
Authors:LIU Chang-fa  ZHAO Ming-jie  ZHANG Hua
Affiliation:LIU Chang-fa1,ZHAO Ming-jie1,ZHANG Hua2 (1.College of River & Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China,2.403 Geological Team,Sichuan Geologic and Mineral Investigation and Development Bureau,Leshan,Sichuan 614200,China)
Abstract:Compaction degree is an important indicator for measuring the earth-rock foundation′s quality.In long-term project practices,many test methods are formed,such as the sand replacement method and wave method and so on.However,they all have serious problems on their reliability and representativeness.So the advanced theory of reliability is combined with the compaction degree to establish a dual index system according to the analysis of variability of the roadbed,so as to realize the effectiveness and reliability for measuring the foundation's quality.
Keywords:earth-rock foundation  compaction degree  reliability  variability  dual index system  
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