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首页> 外文会议>GeoShanghai International Conference; 20060606-08; Shanghai(CN) >Critical Gear Configurations and Positions for Rigid Airport Pavements -Observations and Analyses
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Critical Gear Configurations and Positions for Rigid Airport Pavements -Observations and Analyses

机译：刚性机场路面的关键齿轮配置和位置-观察和分析

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摘要

Selected full-scale test data from the National Airport Pavement Test Facility (NAPTF), Federal Aviation Administration (FAA), USA are presented in this paper to show response features in the interior area, at the longitudinal and transverse joints of airport rigid pavement slabs before any macro crack was observed. The effects of gear configurations and critical locations are analyzed and discussed. Superposition of responses is used to verify that a new rigid pavement is generally a linear elastic system as it has been broadly modeled in many design procedures, including in the current FAA design specifications. The importance of the appropriate use of finite element models in conjunction with full scale and laboratory test data is also discussed. Though both test data and numerical results are presented, this paper focuses on analyzing the pavement behavior from test data rather than from theoretical or numerical analysis.
机译：本文介绍了美国联邦航空管理局（FAA）的国家机场路面测试设施（NAPTF）选定的全面测试数据，以显示内部区域在机场刚性路面平板的纵向和横向接头处的响应特征。在观察到任何宏观裂纹之前。分析和讨论了齿轮配置和关键位置的影响。响应的叠加用于验证新的刚性路面通常是线性弹性系统，因为它已在许多设计程序（包括当前的FAA设计规范）中进行了广泛建模。还讨论了适当使用有限元模型以及满量程和实验室测试数据的重要性。尽管同时提供了测试数据和数值结果，但本文着重于从测试数据而不是理论或数值分析中分析路面行为。

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