This paper discusses parameter selection and compute of sampling inspection(32,-0 30)for flexural strength of airport pavement concrete. (Standard quality μ 1=f fk +1 04σ,limiting quality μ 2=f fk +0 506σ,α=0 05,β=0 10).
本文论述了当前 机场道面混凝土抗折强度抽检方案 (32 ,- 0 30 )的参数选择与计算过程 (合格质量 μ1 =ff标 +1 0 4σ,极限质量 μ2 =ff标+0 50 6σ,α=0 0 5 ,β =0 1 0 )。
Airport pavement management system based on GIS
Application of GIS in Airport Pavement Management System
Evaluation Models of Airport Pavement Management
On Development of Shanghai Airport Pavement Management System
Quality Control on the Airfield Pavement Concrete of Pudong International Airport
Study on performance of new airfield pavement concrete
Mechanical Analysis of Continuously Reinforced Concrete with PU of Airfield Pavement
A Settlement Stabilization Analysis of Airfield Pavement Great Area High Filling
ANALYSIS OF AIRFIELD PAVEMENT RANDOM VIBRATION AND DYNAMIC RESPONSE
The Experimental Study of the Application of SMA Overlay on an Airport Runway
Variance Analysis of Orthogonal Experimental Design and Result of Concrete for Airport Runway
Research and Development of Airport Runway Pavement Management System in View of GIS
PREPARATION OF IMPROVED WATER GLASS CURING AGENT AND ITS APPLICATION TO AIRPORT RUNWAY
Research on Production and Application of Airport Runway Asphalt
The paper describes the development of GIS-based Shanghai airport pavement management system (SHAPMS). Current and historical pavement data for Shanghai airports are used by the system that employs airport pavement evaluation and analysis procedures,GIS and information management technology (IMT) to aid in managing airport pavements.
以上海 机场道面管理为依托,基于 机场道面评价体系,通过地理信息系统(GIS)和信息管理等应用技术研究,开发建立了上海 机场道面管理系统(SHAPMS).
Based on the fact that cement concrete was used in airport pavement covering, the formulea for calculating thermal curling stresses of doublelayer airport pavements are derived using finite elements method and Goodman model theory,from which the correspondent computer program ET23 is presented.
Airport pavements are different in work conditions with highway surfaces.
In this paper, the author introduces a high performance self-compacting cement which well combines the basic principles of pumped concrete and characteristics of airport pavements.
Research & Study on Self-compacting Concrete in Airport Pavements
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This method is most promising for road and airport pavement construction in tropical regions where fine textured lateritic soils (red clays and silts) occur over large areas.
Effect of frost heave deformations on airport pavement
New procedures are also under development for rigid airport pavement design.
The purpose of this study is to evaluate the effects of wander and wheel configurations on flexible airport pavement.
Airfield pavement construction using basalt aggregate
Furthermore this questionnaire was sent to a number of national airfield pavement experts and to airfield administrators.
The most important feature of airfield pavement is the ability to withstand repeated use by aircraft of significant weight.
A numerical and geometric illustration is given for a game based upon Birmingham airport runway costs, where there are over 13,000 players (aircraft movements) of 11 distinct (aircraft) types.
A roadway parallel to or close to an airport runway can create a disaster.
In the upper right part of the image, there is a distinct line structure corresponding to the airport runway.
Many desperate Sarajevans risked their lives trying to reach the other side by running over the airport runway under cover of night.
To the author's knowledge, there are no airport runway geothermal snow-melting systems in place in the United States.
Concrete hollow cylinders subjected to combined compression and torsion were used to simulate concrete airport pavements subjected to biaxial fatigue loading in the compression region.
The question of assigning a bed coefficient in calculating rigid airport pavements
Automation of condition survey of airport pavements is a primary goal of out future research.
For more important or airport pavements, direct insitu strength testing of the pindan is preferred.
In their paper they describe the computer program PAVERS that is designed for the evaluation of flexible and rigid airport pavements.