• REVOLUTIONISING CRICKET INFRASTRUCTURE: PIONEERING THE STANDARD FOR CRICKET PITCH DESIGN 

  Noor, Abdullah ((SCEE),NUST, 2024)

  The quality of cricket pitches significantly impacts the game, with bounce being a crucial attribute influencing play. This study targets the enhancement of Nandipur soil, traditionally used for pitch construction in ...
• COMPARISON BETWEEN DIFFERENT METHODS OF ROCK SLOPE ANALYSIS AND RISK ASSESSMENT 

  Khan, Nowsherwan ((SCEE),NUST, 2024)

  Instability in rock slopes is a very common phenomenon due to complex formations of different geological structures within the rock masses. These instabilities pose a significant threat to civil engineering projects ...
• DEVELOPMENT OF WIRELESS SENSOR NETWORK SYSTEM FOR LANDSLIDE MONITORING & PREDICT EARLY WARNING 

  Jahan, Sanwal ((SCEE),NUST, 2024)

  Landslides are regarded as hazardous natural calamities, which can cause loss of lives, properties, and immense impact on the environment, therefore, it is crucial to monitor and issue early warnings. This thesis ...
• Examining the potential of Semi Deep foundations as an alternative to Shallow foundations in the foundation design of urban settlements 

  Zubair, Muhammad ((SCEE),NUST, 2024)

  This work investigates the experimental and numerical analysis of shallow and semi-deep (skirted) foundation models on loose sand. The study employs both singly and doubly skirted models, utilizing varying skirt lengths ...
• Design and Analysis of Shredded Expanded Polystyrene (EPS) Mixed Clays Based Slope Stabilization Measures 

  Ijaz, Hassan ((SCEE),NUST, 2024)

  Population growth and the expansion of settlements and infrastructure into areas prone to unstable landslides significantly increase the potential for damage, impacting both developed and developing countries. Limited ...
• STABILIZATION OF EXPANSIVE SOILS USING MARBLE POWDER AND GLASS POWDER (MP-GP) COMPOSITE 

  M, Qasim Ali Khan (2022)

  Expansive Soils are the type of soils which changes their volumes when encounter water. This change in volume makes them a problematic soil for engineers. Soil Stabilization is the technique used to tackle such problematic ...
• IMPROVEMENT OF EXPANSIVE SOILS USING ENVIRONMENTALLY FRIENDLY POZZOLANIC MATERIAL 

  Muhammad, Hamza (2022)

  Clayey soil with a high degree of flexibility and a poor bearing capacity is always problematic for structures. Montmorillonite is the main component of Nandipur, Gujranwala clay. The activity of the soil is increased ...
• Design of Support System for deep Stratified Excavation 

  Javed, Khuzaifa (2022)

  Deep excavations are becoming common in urban environments, be it for the construction of multi-story buildings or tunnels or underground subway networks etc. These excavations result in lateral movements of retaining ...
• Design of Excavation Support System for a Commercial Plaza in Rawalpindi 

  Zeb, Mohammad (NUST, 2017)

  In Pakistan, commercial construction is leaning towards high rise buildings with multi-story basements which require substantial excavations. These type of excavations can lead to settlement and caving in of soil into the ...
• The Analyis and Redesign of the Deep Foundation at the Peshawar Morr Interchange 

  Zaka, Mohammad Salman (NUST, 2016)

  Despite the construction industry in Pakistan being heavily labour intensive -- due to the cheap cost of labour itself -- the workmanship found in the industry is of a low standard, and skilled labour, who have received ...
• Design and Construction of Mirwal Dam 

  Ayub, Mubeen (NUST, 2014)
• Improvement of Unconfined Compressive Strength of Clayey Soil using Paper Pulp 

  Saeed, Muhammad Shahan (NUST, 2021)

  The soil in Islamabad, and particularly Bahria Town, is predominantly earth-filled and is subject to clayey characteristics. It has shown tendencies of low strength under load which poses a unique problem and jeopardizes ...
• LIQUEFACTION POTENTIAL ANALYSIS OF MIRPUR AREA 

  Moiz Ahmad (NICE SCEE, National University of Sciences and Technology, Islamabad, 2019)

  Pakistan is one of the most seismically active regions in the world. Geologically, Pakistan lies on both Indian and Eurasian Tectonic plates. The region contains plate boundaries and major crustal faults which lead to ...
• GABION VIS-À-VIS CONVENTIONAL RETAINING WALLS 

  ALI HAMZA BUTT (NICE SCEE, National University of Sciences and Technology, Islamabad, 2019)

  Soil is a complex material and one of the complexities associated with the soil mass is exertion of lateral earth pressure. Due to this pressure, lateral displacements along the slopes can occur which will further destabilize ...
• DETERMINISTIC AND PROBABILISTIC SLOPE STABILITY ANALYSIS WITH ROCKFALL MITIGATION MEASURES FOR SWAT MOTORWAY 

  Rida Noor Intikhab) (NICE SCEE, National University of Sciences and Technology, Islamabad, 2019)

  DETERMINISTIC AND PROBABILISTIC SLOPE STABILITY ANALYSIS WITH ROCKFALL MITIGATION MEASURES FOR SWAT MOTORWAY Swat is an increasingly popular tourist destination but not easily accessible to the general public due to its ...
• STABILIZATION OF EXPANSIVE SOILS USING EGGSHELL POWDER 

  Osama Dar (2019)

  Clays have a tendency to undergo volumetric changes on their interaction with water. Due to alternating cycles of wetting and drying all year long, these soils undergo fatigue and are a common cause for differential ...
• SLOPE RELIABILITY A CASE STUDY OF ALI VILLA SLOPE BAHRIA GOLF CITY 

  ABDUL HANAN KHAN (NICE SCEE, National University of Sciences and Technology, Islamabad, 2019)

  This research comprises of analysis of Ali Villa slope at Bahria Golf City Islamabad, using Limit Equilibrium Method and Finite Element Modeling (FEM) incorporating SLIDE 6.0 and PHASE2. Slopes exposed to water tends to ...
• NUMERICAL OPTIMIZATION OF TUNNELING A CASE STUDY OF DEFORMATION ANALYSIS OF TUNNELS 

  NIMRAH NADEEM (NICE SCEE, National University of Sciences and Technology, Islamabad, 2019)

  This research comprises of comprehending the current design of Nahakki Tunnel, Swat Twin Tube Tunnel and Shimla Tunnel on the basis of Q, Q and BQ classification systems respectively and analyzing deformations using ...
• GEOTECHNICAL CENTRIFUGE INSTRUMENTATION AND MODELLING 

  Hamza Nadeem (NICE SCEE, National University of Sciences and Technology, Islamabad, 2019)

  Centrifuge machines are being used widely worldwide for different purposes including geotechnical testing, Earthquake simulation and testing, Soil Structure Interaction etc. While in our country there isn’t much work being ...
• DESIGN & ANALYSIS OF ‘MOHMAND DAM’ 

  SULEMAN AFZAL (NICE SCEE, National University of Sciences and Technology, Islamabad, 2019)

  Mohmand Dam Project is an ongoing project in Pakistan. It’s a CFRD (Concrete Faced Rockfill Dam) being built in response to the flooding conditions in the area. This study deals with the design and construction aspects ...

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