Follow
Behrooz Saghafi
Title
Cited by
Cited by
Year
Artificial neural networks and regression analysis for predicting faulting in jointed concrete pavements considering base condition
B Saghafi, A Hassaniz, R Noori, MG Bustos
International Journal of Pavement Research and Technology 2 (1), 20-25, 2009
432009
Static analysis of flexible pavements over expansive soils
A Djellali, A Houam, B Saghafi, A Hamdane, Z Benghazi
International Journal of Civil Engineering 15, 391-400, 2017
312017
Behavior of flexible pavements on expansive soils
A Djellali, A Ounis, B Saghafi
INTERNATIONAL JOURNAL OF TRANSPORTATION ENGINEERING 1 (1), 1-14, 2012
292012
Evaluation of cement-stabilized mine tailings as pavement foundation materials
A Djellali, MS Laouar, B Saghafi, A Houam
Geotechnical and Geological Engineering 37, 2811-2822, 2019
242019
Mechanical behavior of a new base material containing high volumes of limestone waste dust, PFA, and APC residues
B Saghafi, H Al Nageim, W Atherton
Journal of materials in civil engineering 25 (4), 450-461, 2013
212013
An optimal pole-matching observer design for estimating tyre–road friction force
M Faraji, VJ Majd, B Saghafi, M Sojoodi
Vehicle system dynamics 48 (10), 1155-1166, 2010
182010
Use of waste limestone dust and steel slag in UK highways type 1 unbound mixtures
B Saghafi, HA Nageim, P VisuliosMPhil, N Ghazireh
Proceedings of the Institution of Civil Engineers-Construction Materials 166 …, 2013
142013
Indirect estimation of swelling pressure of clayey subgrade under pavement structures
A Djellali, A Houam, B Saghafi
Arabian Journal for Science and Engineering 42, 3991-3999, 2017
112017
Durability assessment of open-graded friction course using a sustainable polymer
S Al-Busaltan, R Al-Yasari, O Al-Jawad, B Saghafi
International Journal of Pavement Research and Technology 13, 645-653, 2020
92020
Evaluating the cracking performance indices of half-warm mix asphalt comprising waste glass
MA Kadhim, S Al-Busaltan, ZK Nemaa, Y Abo Almaali, B Saghafi, ...
International Journal of Pavement Research and Technology 15 (5), 1262-1276, 2022
82022
The Use of High Waste Dust in Unbound and Hydraulically Bound Materials for Road Bases
B Saghafi, HK Al Nageim
Liverpool Conference on the Built Environment and Natural Environment, 130, 2008
72008
Short-and long-term effects of applying limestone dust in unbound base material
B Saghafi, HK Al Nageim
4 th Annual Conference Liverpool BEAN, 140, 2009
62009
Resilient modulus of unbound base material containing extra waste stancombe limestone dust
B Saghafi, HK AL NAGEIM
Proceeding of the 8th International Conference on the Bearing Capacity of …, 2009
52009
Air Pollution Control(APC) Residues as a Potential Replacement for Lime in Fly Ash Bound Mixtures(FABM) Containing Quarry Waste Dust
B Saghafi, H Al Nageim, N Ghazireh
International Journal of Pavement Research and Technology 3 (4), 178-185, 2010
42010
Novel binder of APC residues and PFA for road aggregate stabilisation-petrographic interpretation for bonding
B Saghafi, T Katayama
International Journal of Pavement Research and Technology 6 (5), 511, 2013
22013
Experimental and numerical prediction of airport pavement over expansive subgrade stabilized by asphalt layers
A Djellali, D Sarker, B Saghafi
Arabian Journal of Geosciences 15 (18), 1503, 2022
12022
Experimental correlations for the swelling pressure of expansive clays in the city of tebessa, Algeria
A Djellali, B Saghafi, MS Laouar
CIGOS 2019, Innovation for Sustainable Infrastructure: Proceedings of the …, 2020
12020
Comportement d’une Chaussée Souple sur Sol Support Gonflant
A Djellali, A Ounis, B Saghafi, L Gadri, L Messaoud, A Hamdane
MATEC Web of Conferences 11, 03010, 2014
12014
Resilient modulus of hydraulically bound road base materials with high volume waste dust
HA Nageim, P Visulios, B Saghafi
Journal of Civil Engineering and Architecture 4 (7), 1-8, 2010
12010
LJMU PROGRESS IN UTILISING LIMESTONE QUARRY WASTE DUST AS ROAD BASE AND SUBBASE MATERIAL
B Saghafi, H Al Nageim
5 th Annual Conference Liverpool “BEAN” 18 th-19 th May 2010, 215, 2010
12010
The system can't perform the operation now. Try again later.
Articles 1–20