Hassan Mujtaba

ORCID: 0000-0001-9747-2503
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About
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Research Areas
  • Geotechnical Engineering and Soil Stabilization
  • Soil and Unsaturated Flow
  • Grouting, Rheology, and Soil Mechanics
  • Geotechnical Engineering and Soil Mechanics
  • Geotechnical Engineering and Underground Structures
  • Landfill Environmental Impact Studies
  • Geotechnical Engineering and Analysis
  • Geotechnical and construction materials studies
  • Concrete and Cement Materials Research
  • Microbial Applications in Construction Materials
  • Recycled Aggregate Concrete Performance
  • Dam Engineering and Safety
  • Wheat and Barley Genetics and Pathology
  • Genetics and Plant Breeding
  • Recycling and utilization of industrial and municipal waste in materials production
  • Groundwater flow and contamination studies
  • Infrastructure Maintenance and Monitoring
  • Crop Yield and Soil Fertility
  • Asphalt Pavement Performance Evaluation
  • Landslides and related hazards
  • Electronic Health Records Systems
  • Advanced Energy Technologies and Civil Engineering Innovations
  • Innovative concrete reinforcement materials
  • Thermal Analysis in Power Transmission
  • Optimal Power Flow Distribution

University of Engineering and Technology Lahore
2014-2024

Future University in Egypt
2024

Dalian University of Technology
2024

Hazara University
2024

University of Faisalabad
2022

Diversified Energy (United States)
2022

Central Institute of Brackishwater Aquaculture
2022

American Society of Civil Engineers
2020

Engineers Australia
2020

The University of Tokyo
2020

In this paper, different models are developed to estimate the compaction parameters of sandy soil using artificial neural network (ANN), least square support vector machine (LS-SVM), and multivariate adaptive regression splines (MARS). The experimental database Citation is used for analysis. above techniques have been improve results. model equations established compared with equation. MARS results found be more accurate it improved coefficient determination acceptable levels 0·88 0·81...

10.1179/1939787914y.0000000061 article EN International Journal of Geotechnical Engineering 2014-08-18

The focus of the present study is to improve engineering behavior Clays belonging Upper Siwalik Formation and located in sub-tropical zone with average annual rainfall 297 mm. presence shear zones random fissures these over consolidated slicken sided clays pose serviceability problems like differential settlement, pavement defects excessive erosion resulting into massive loss property. Suitability assessment industrial waste glass powder (IWGP) address issue could be twofold beneficial:...

10.1016/j.cscm.2022.e00883 article EN cc-by-nc-nd Case Studies in Construction Materials 2022-01-11

This study is an attempt to develop a predictive model between gradational parameters, compaction energy (CE), and characteristics, i.e. maximum dry unit weight (γdmax) optimum moisture content (OMC) of sandy soils. For this purpose, 110 soil samples, representing wide range grain size distribution (GSD), were selected. Besides the classification tests, standard modified Proctor tests performed on selected samples. Based test results, soils used in are classified into various groups medium...

10.1179/1938636213z.00000000045 article EN International Journal of Geotechnical Engineering 2013-10-01

Artificial compaction is a commonly practiced ground improvement technique around the world. Yield stress an important parameter to quantify and analyze strength compressibility behavior of artificially compacted clays; such materials are indeed practical significance in various projects, e.g., engineered landfills, clay liners, etc. The present study aims investigate influence different geotechnical characteristics clays wide plasticity range on induced yield stress, also develop...

10.1186/s40703-018-0090-2 article EN cc-by International Journal of Geo-Engineering 2018-11-27

Reclaimed subbase material (RSM) requires proper treatment for its recycling in construction projects i.e. roads and highways, to improve strength durability. This study investigates the performance of RSM stabilized with different percentages lime, sand, stone dust, reclaimed asphalt pavement (RAP). The quality two selected RSMs has been assessed by comparing them their parent aggregates considering Los Angeles abrasion value, flakiness, elongation indices. Also, extensive laboratory...

10.1080/14680629.2021.1995470 article EN Road Materials and Pavement Design 2021-11-08

Knowing the engineering properties of geomaterials is imperative to make right decision while designing and executing any geotechnical project. For economical safe design, quick characterization compressibility cohesive soil often desirable; these are indeed tedious determine through actual tests. Therefore, correlating consolidation parameters soils with its index has a great significance in field. Several attempts have been made past develop correlations between soils, within certain...

10.22581/muet1982.2101.09 article EN cc-by Mehran University Research Journal of Engineering and Technology 2021-01-01

Recent two decades watched the shifting trend from energy resources conventionally available to modern renewable resources. In our surroundings, amount of direct current based systems has also increased. Executions sources; efficient as well effective control need be devised. For this purpose, an accurate measurement high and low Direct Current is required. High sensor system using Hall developed which presented in paper. The Effect Sensor receives magnetic field a loop fused silica-fiber...

10.1109/ibcast51254.2021.9393186 article EN 2021 International Bhurban Conference on Applied Sciences and Technologies (IBCAST) 2021-01-12

In the Kashmir region of Pakistan, presence Siwalik clays engenders serviceability issues to infrastructure causing substantial loss property. this study, an attempt has been made address these using polypropylene fibres (PPFs) as a sustainable modifier. These were used in five different proportions, namely 0.25, 0.5, 0.75, 1 and 1.25% partial replacement base soil analyse their impact on engineering behaviour matrices. Classification, compaction, indirect tensile, unconfined triaxial...

10.1680/jgrim.22.00057 article EN Proceedings of the Institution of Civil Engineers - Ground Improvement 2024-02-08
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