Saadoon Obaid Eyada
@ktun.edu.tr
Civil Engineering
Konya Technical University
Name : Saadoon Obaid Eyada
Job Title: Senior Engineer (PE)
Place of Work: Iraqi Ministry of Health-Anbar Health Directorate.
Period of Work: Since 2003 .
Date of birth: 4-1-1975
e:mail : Saadooneyada@
(Whatsup) Mobile Turkey: 00905393043875
Saadoon Eyada @(Linkedin – Facebook – Researchgate, Academia)
Academic Achievements
1-PhD. - Civil Engineering- Highway Engineering and Transportation Dept.- College of Engineering-Selcuk University –Turkey.( 2021).
2-M.Sc. Civil Engineering- Highway Engineering and Transportation Dept.- College of Engineering-Anbar University (2009).
3-B.Sc. Civil Engineering-College of Engineering-Anbar University (1996).
EDUCATION
PhD -Konya Technical University
Selcuk University
RESEARCH, TEACHING, or OTHER INTERESTS
Civil and Structural Engineering, General Engineering
FUTURE PROJECTS
Implementation of M-E design method in Turkey.
Applications Invited
Application of Balances Mix Design of HMA in Turkey
Applications Invited
Scopus Publications
Scholar Citations
Scholar h-index
Scholar i10-index
Scopus Publications
Saadoon O. Eyada, O. Çelik and Mohammed Ihsan Abbas Aldakuky
In the original publication, author name of the third author in the author group was wrongly published.
Saadoon Obaid Eyada, Osman Nuri Çelik, and Mohammed Ihsan Abbas Aldakuky
Springer Science and Business Media LLC
Asphalt is considered as a valuable construction material because of its strong, adhesive, and durable characteristics. Asphalt cement (AC) binder is a viscoelastic material with different behaviors under different climate conditions, traffic loadings, and speed. Dynamic modulus of asphalt mixtures E* is an important factor in pavement design. The determination of E* is either by direct testing, which is difficult and expensive, or by using correlations with simple tests. Most correlations depend on viscosity’s determination under different temperatures and loading rates (speed), which can be calculated using temperature susceptibility parameters A–VTS values. This study aims to determine a simple and appropriate method to calculate A–VTS parameters using simple tests. An experimental program has been conducted for testing different typical virgin and modified asphalt binders in Turkey. The results have been analyzed using mechanistic–empirical pavement design method (MEPDM) with an available analysis tool. A simple method for the determination of A–VTS has been recommended using penetration tests at temperatures of 4, 25, and 35 °C, and other significant findings were recorded.
Bashar Abdulazeez Mahmood, Saadoon O. Eyada, and Qays Najih Abed
IOP Conference Series: Materials Science and Engineering IOP Publishing
Osman Nuri Çelik and Saadoon O. Eyada
Elsevier BV
Abstract Due to rapid progressing in the economy of Turkey, the Turkish Transportation Authority has increased the Motorway and Provincial road lengths. The ESALs have reached several hundreds of millions and accompanied with an increase in the weights of axles. The old AASHTO 1993 is still the design method used in Turkey. This method has many limitations due to, the authors in this work are trying to use the new Mechanistic-Empirical M-E Pavement Design method for the assessment of the Fatigue Life FL of Typical Sections in Turkey TTS. The Coastal (hotter) Region is selected. Antalya city is representing the climate of Coastal Region. The MnPave M-E design software has been used for the calculations. Many types of asphalt have been used to study the effect of asphalt type on FL. The results were very important and the recommendation of the transition of Turkey towards the new M-EDM is recorded.
Ahmed H. Abdulkareem and Saadoon O. Eyada
Springer International Publishing
Cement production is one of the most important industry and produce a lot quantity of by-product (waste) materials which called cement kiln dust, CKD. In Iraq about 1600 tons of CKD produced each day. Bricks can be produced using different methods, most of them uses the clay as row material and consists of firing process. Another method consists of using waste materials such as Fly Ash, FA. Most of researches focused on the use of CKD in road pavement applications and soil stabilization, etc., but rare researches used the CKD to produce bricks. Two types of CKD, two types of sand and one type of cement have been used in this study. The experimental work consists of three stages. In stage I, one type of CKD and one type of sand has been chosen to complete the stage II due to enhancement in mechanical properties (compressive strength, CS and absorption, Ab) of the produced brick. In stage II, the selected CKD and sand have been mixed with water and cement and pressed to form a molds using a pressure of 6 Mpa. The stage III aimed to enhance the compressive strength, CS and absorption of the produced brick by increasing compressive strength to 11 Mpa without increasing cement percentage to decrease the production cost. All of the properties of the bricks that were tested found to be satisfactory according to the ASTM C62-04(SW, MW and NW) and Iraqi Specification Standard ISS 25/1988, for type A, B, and C. The results of this study has the nobility of producing new type of brick using waste materials with low cost and without adverse effect on the environment and agriculture.
RECENT SCHOLAR PUBLICATIONS
MOST CITED SCHOLAR PUBLICATIONS
RESEARCH OUTPUTS (PATENTS, SOFTWARE, PUBLICATIONS, PRODUCTS)
Patents
Production of building bricks from the waste of cement production kiln. Central Organization of Standardization and Quality Control-Iraq. Issue Number 5381 - 23/5/2018.