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	Issue Date	Title	Author(s)
1	2017	Empirical Markovian based models for rehabilitated pavement performance used in a life cycle analysis approach	Abaza, Khaled A.
2	2016	Optimal Empirical-Markovian approach for assessment of potential pavement rehabilitation strategies at the project level	Abaza, Khaled A.
3	2013	Development of empirical regression-based models for predicting mean velocities in asymmetric compound channels.	Khatib, Issam ; Abu Hassan, Hassan ; Abaza, Khaled A.
4	May-2014	Back-calculation of transition probabilities for Markovian-based pavement performance prediction models	Abaza, Khaled A.
5	Jan-2007	Dynamic Probabilistic Approach for Long-Term Pavement Restoration Program with Added User Cost	Abaza, Khaled A. ; Murad, Maher
6	Jun-2004	Deterministic Performance Prediction Model for Rehabilitation and Management of Flexible Pavement	Abaza, Khaled A.
7	Jun-2015	Empirical approach for estimating the pavement transition probabilities used in nonhomogenous Markov chains	Abaza, Khaled A.
8	2015	An empirical discharge prediction model for smooth asymmetric compound rectangular channel validated using area method	Khatib, Issam ; Abaza, Khaled A. ; Khatib, Jumana I.
9	2005	Performance-Based Models for Flexible Pavement Structural Overlay Design	Abaza, Khaled A.
10	Jun-2011	Investigating the accelerated deterioration of flexible pavement using two-stage design analysis approach	Abaza, Khaled A. ; Ashur, Suleiman
11	Sep-2015	Simplified staged-homogenous Markov model for flexible pavement performance prediction	Abaza, Khaled A.
12	2001	Macroscopic optimum system for the management of pavement rehabilitation	Abaza, Khaled A. ; Ashur, Suleiman ; Abu Eisheh, Sameer ; Rabayah, Amer
13	Sep-2011	Stochastic Approach for Design of Flexible Pavement	Abaza, Khaled A.
14	Dec-2009	Predicting Remaining Strength of Flexible Pavement and Overlay Design Thickness with Stochastic Modeling	Abaza, Khaled A.
15	2009	Predicting Flexible Pavement Remaining Strength and Overlay Design Thickness with Stochastic Modeling	Abaza, Khaled A. ; Murad, Maher
16	Nov-2002	Optimum flexible pavement life-cycle analysis model	Abaza, Khaled A.
17	8-Jan-2017	Prediction of asphaltic overlay thickness for rehabilitating flexible pavement using Empirical-Markovian approach	Abaza, Khaled A.
18	Jan-2003	Guidelines for a Pavement Management System and Rehabilitation Plan for Village Access Roads in the West Bank, Palestine	Abaza, Khaled A.
19	Jan-2003	Generalization of shear stress distribution in rectangular compound channels	Khatib, Issam ; Abaza, Khaled A.
20	Jun-2007	Expected Performance of Pavement Repair Works in a Global Network Optimization Model	Abaza, Khaled A.
21	2014	Prediction of zonal and total discharges in smooth straight prismatic compound channels using regression modeling	Khatib, Issam ; Abaza, Khaled A. ; Abu Fkhidah, Ismail
22	Jan-2004	Integrated Pavement Management System with a Markovian Prediction Model	Abaza, Khaled A. ; Khatib, Issam ; Ashur, Suleiman
23	Mar-2006	Iterative Linear Approach for Nonlinear Nonhomogenous Stochastic Pavement Management Models	Abaza, Khaled A.
24	3-Oct-2018	Empirical-Markovian model for predicting the overlay design thickness for asphalt concrete pavement	Abaza, Khaled A.
25	May-2016	Empirical Markovian-based models for rehabilitated pavement performance used in a lifecycle analysis approach	Abaza, Khaled A.
26	Dec-2010	Pavement rehabilitation project ranking approach using probabilistic long-term performance indicators	Abaza, Khaled A. ; Murad, Maher
27	2015	Multi-variable regression models for prediction of discharge and approach velocity coefficients in flow measurement flumes with compound cross-section	Khatib, Issam ; Abaza, Khaled A.
28	2015	Simplified staged-homogenous Markov model for flexible pavement performance prediction	Abaza, Khaled A.
29	2016	Back-calculation of transition probabilities for Markovian-based pavement performance prediction models	Abaza, Khaled A.
30	2005	Performance-based models for flexible pavement structural overlay design	Abaza, Khaled A.

Results 1-30 of 30 (Search time: 1.192 seconds).

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