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بحوث Vol. 16 No.1 Scienti · Journal University of Kerbala

Estimation Rainfall-Runoff Erosivity Factor of RUSLE equation in the Euphrates River Watershed by GIS Modeling

The average annual erosion losses of the Universal Soil Loss Equation (USLE) and Revised Universal Soil Loss Equation (RUSLE) models with tons/acre/year units were depended on the rainfall-runoff erosivity factor (R) with US units in the pr

علي حسين جابر الرماحي أستاذ مساعد · الهندسة · المدني
بحوث September 2018 · International Journal of Civil Engineering and Technology (IJCIET)

STRENGTHENING OF SHORT HOLLOW STEEL COLUMNS USING GROUTED GEOPOLYMER CONCRETE WITH RECYCLED COMPONENTS

Due to the importance of using ambient friendly available materials as an alternative solution instead of the tradition materials in the field of civil construction, present study focuses upon this solution to explore its ability and effi

محسن احمد حسن حبل المتين أستاذ · الهندسة · المدني
بحوث may 2016 · IARJSET

Effect of reclaim on california bearing ratio of sandy soil

Abstract: Recently, a fast evolution of structures in urban centres attended by a dearth of beneficial areas has pushed the specialists to recover soil properties in order to carry the applied loadings of structures. One of the technology

رشا علي كامل الفتلاوي مدرس · الهندسة · المدني
بحوث December 2017 · Prestressed Concrete Institute (PCI Journal)

Time-dependent prestress loss behavior of girders in Missouri bridge A7957 compared with a U.S. data set of highperformance concrete bridge girders

In this study, six precast/prestressed (PC/PS) girders were constructed and instrumented to measure prestress losses of Bridge A7957 on Missouri, USA. The bridge was designed with concrete mixture of different mechanical and rheological pro

حيدر حسين عويز الغزالي أستاذ مساعد · الهندسة · المدني
بحوث December 2010 · مجلة الكوفة الهندسية

Nonlinear Analysis of Steel Fiber Reinforced concrete Deep Beams by ANSYS

This paper considers the practical application of nonlinear models in the analysis of Steel Fiber Reinforced Concrete Deep Beams. the results of some analyses performed using the reinforced concrete model of the general purpose finite eleme

حيدر حسين حريب كمونة أستاذ مساعد · الهندسة · المدني
بحوث April 2019 · IOP Conference Series: Materials Science and Engineering

Effect of increasing floors number on the natural frequency compared with further masses added to steel building models

This paper investigates the change in the natural frequency of whole building due to the increase or decrease of the number of floors of a steel building model. Five steel building models were adopted in the present study to investigate the

محسن احمد حسن حبل المتين أستاذ · الهندسة · المدني
بحوث 3013 · (Springer) Geotech. Geol. Eng.

Behavior of Track Ballast Under Repeated Load

Najaf-sea quarry is located in Najaf city about 160 km south west of Baghdad the capital of Iraq. It is the main source that supplies track ballast for maintenance of existing railway network and construction of new railway lines in the mid

خولة حمودي حسان شبر أستاذ مساعد · الهندسة · المدني
بحوث 25 · GPT-5 PLUS

الكفاءة التحليلية في الذكاء الاصطناعي والنزاهة الأكاديمية

أياد كاظم حسين الخفاجي أستاذ · الهندسة · المدني
بحوث 2026 · International Research Journal of Multidisciplinary Technovation

Performance Enhancement of Concrete Incorporating Demolition Waste Aggregates using PC-200 Superplasticizer

نيران محمد صادق شربة مدرس مساعد · الهندسة · المدني
بحوث 2026 · AI in Civil Engineering

An empirical model for predicting time-dependent strength recovery of fire-damaged concrete under post-fire curing regimes: a statistical and machine learning approach

Post-fire curing techniques for thermally damaged concrete are widely discussed, yet no dedicated study has quantified the extent of strength recovery. This research introduces an empirical model built upon a comprehensive experimental data

مسلم عبد الأمير خضير الكنون أستاذ · الهندسة · المدني
بحوث 2026 · Civil Engineering Journal2676-6957

Spatial Prediction of Soil Index Properties Using GIS and Empirical Bayesian Kriging

The purpose of this study is to assess the possible use of Empirical Bayesian Kriging (EBK) combined with Geographic Information Systems (GIS) to map and analyze geotechnical index properties in Thi Qar Province in southern Iraq. The aim of

وسيم حليم رشيد البغدادي مدرس · الهندسة · المدني
بحوث 2026 · International Research Journal of Multidisciplinary Technovation

Performance Enhancement of Concrete Incorporating Demolition Waste Aggregates using PC-200 Superplasticizer

The rising amounts of construction and demolition waste lead to several environmental problems, thus necessitating the need to recycle such materials in concrete production. In this paper, the use of demolition concrete waste aggregate

جنان نعمه ياسر الموسوي مدرس · الهندسة · المدني
بحوث 2025 · Mathematical Modelling of Engineering Problems

Reliability-Based Optimization of Flexible Pavement Maintenance Using Nonlinear Deterioration Models: A Case Study from Al-Najaf, Iraq

This research proposes a reliability-based methodology to optimize maintenance planning for flexible pavements by employing nonlinear deterioration modelling. The study focuses on Al-Najaf, Iraq, where pavement infrastructure faces compou

منار حمزة حرز الزريجاوي مدرس · الهندسة · المدني
بحوث 2025 · Journal of Research Updates in Polymer Science

Improving Mechanical Properties of Polymer Modified Steel Fiber Reinforced Concrete Made with Concrete Waste by usingPC-600-Super-Plasticizer

نيران محمد صادق شربة مدرس مساعد · الهندسة · المدني
بحوث 2025 · البصرة

Estimation of Soil Erosion Using RUSLE and GIS in Northern Maysan and East of Wasit, Iraq

This study estimates annual potential soil erosion rates (tons/year) using the Revised Universal Soil Loss Equation (RUSLE) across the eastern Iraqi governorates of Wasit, Maysan, and Thi Qar, extending to the Iraq-Iran border. Geographic I

جمانة هادي صاحب الصعبراوي أستاذ مساعد · الهندسة · المدني
بحوث 2025 · Kufa Journal of Engineering

ESTIMATING COVER AND MANAGEMENT FACTOR IN RUSLE BY NDVI TIME SERIES FOR ACROSS IRAQ-IRAN BORDER WATERSHED

جمانة هادي صاحب الصعبراوي أستاذ مساعد · الهندسة · المدني
بحوث 2025 · Civil Engineering Journal

Spatial Variation of Shallow Soil Bearing Capacity Using SPT Data and MATLAB Analysis

The current research examines the spatial distribution of shallow bearing capacity in Al-Najaf City through the use of Standard Penetration Test (SPT) data supplemented with advanced computational tools in MATLAB. A high-quality geotechni

وسيم حليم رشيد البغدادي مدرس · الهندسة · المدني
بحوث 2025 · Journal of Research Updates in Polymer Science

Improving Mechanical Properties of Polymer Modified Steel Fiber Reinforced Concrete Made with Concrete Waste by usingPC-600- Super-Plasticizer

This study investigates the enhancement of mechanical properties in polymer-modified steel fiber-reinforced concrete (PMSFRC) incorporating demolition waste as a sustainable coarse aggregate replacement. The work addresses the dual obje

جنان نعمه ياسر الموسوي مدرس · الهندسة · المدني
بحوث 2025 · Aip Conference Proceedings

Strengthening Unreinforced Masonry Walls Using Configurations of FRP Materials under Shear and Flexural Loads

Since ancient times, brick has been one of the most common materials used to construct buildings in Iraq: many extant ruins of historical and religious buildings attest to these being constructed from brick. Without reinforcement, however,

سعد جبار عباس الوزني أستاذ · الهندسة · المدني
بحوث 2025 · Kufa Journal of Engineering

RELAIBILITY ASSESSMENT OF THE SOIL-WATER- RETENTION FOR UNSATURATED SAND SOILS

In this investigation, the soil-water-retention is described in the soil-water-characteristics-curve (SWCC). SWCC contains the data required to explain the unsaturated soils' mechanical behavior. The reliable findings of unsaturated sand so

محمد شاكر محمود الشكرجي أستاذ · الهندسة · المدني