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108 / 1
EcoPave: Development of an Innovative Load Bearing Permeable Concrete Pavement Design Program
#03.良好健康和福祉 #06.潔淨水與衛生 #07.可負擔的潔淨能源 #09.產業創新與基礎設施 #11.永續城市與社區 #13.氣候行動
2020-04-10
100 / 2
Preliminary Analysis of AASHO Road Test Rigid Pavement Data Using Linear Mixed Effects Models
2015-03-11
100 / 1
Reevaluation of Pavement Classification Number Method for Rigid Airfield Pavements
2015-03-11
099 / 1
Engineer Education and Attitudes Toward Mathematics: A Comparative Study
2015-03-11
097 / 2
A Robust Approach for the Evaluation of Airport Pavement Bearing Capacity
2015-03-11
097 / 2
Application of Statistical Principles to the Evaluation of Airport Pavement Bearing Capacity and Determination of Pavement Classification Number
2015-03-11
101 / 1
剛性鋪面維護及補強技術手冊之建立
2015-03-11
101 / 1
線性混合效果模式在剛性鋪面道路試驗資料之初步分析
2015-03-11
100 / 1
機場剛性鋪面分類指數法之重新評估
2015-03-11
099 / 1
線性混合效果模式在柔性鋪面道路試驗資料之初步分析
2023-12-01
098 / 1
剛性鋪面維護事例輯建立之研究
2015-03-13
098 / 1
剛性鋪面維護及補強技術手冊建立之研究
2015-03-13
084 / 1
接縫式混凝土鋪面之角隅應力分析
2014-05-28
082 / 1
Forecasting pavement rehabilitation needs for Illinois interstate highway system
2010-06-16
082 / 1
Loading and curling stress models for conference pavement design
2010-06-16
089 / 1
Parameter study of load transfer and curling effects on rigid pavement deflections
2010-06-16
085 / 1
Modified portland cement association stress analysis and thickness design procedures
2011-08-15
087 / 1
Reevaluation of the FAA thickness design procedures for rigid airfield pavements
2010-06-16
082 / 1
Mechanistic design models of loading and curling in concrete pavements
2010-06-16
086 / 1
剛性鋪面回算程式之建立--溫式基礎模式
2010-06-16
082 / 1
New modeling techniques forpavement predictions
2014-06-25
086 / 2
Modified deflection ratio procedures for backcalculation of concrete pavements
2010-06-16
085 / 1
Corner loading and curling stress analysis of concrete pavements
2010-06-16
085 / 2
Simplified stress analysis procedures for jointed concrete pavements
2010-06-16
085 / 2
Zero-maintenance considerations for concrete pvaement design
2010-06-16
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