BS: Recent submissions

  • SITE IMPROVEMENT OPTIMIZATION THROUGH AUTOMATION 
    Jawad Hameed (NICE SCEE, National University of Sciences and Technology, Islamabad, 2018)
    Ground improvement is used to solve difficult geotechnical problems, especially when construction necessarily occurs in problematic soils or under difficult geotechnical conditions. Geotechnical Engineers encounter ...
  • Estimation of Modulus of Elasticity from Mean Grain Size of Granular Soil and Spreadsheet of Settlement Computational Methods 
    Haroon Ahmad Saeed (NICE SCEE, National University of Sciences and Technology, Islamabad, 2018)
    Soil Young's modulus (E), commonly referred to as soil elastic modulus, is an elastic soil parameter and a measure of soil stiffness. It is defined as the ratio of the stress along an axis over the strain along that axis ...
  • ENERGY GEO-STRUCTURES 
    Muhammad Omar Khan (NICE SCEE, National University of Sciences and Technology, Islamabad, 2018)
    The interaction phenomenon and the study of integrating heat exchanger pipes with subsurface structural elements has proven to be an emerging research topic in the discipline of Geotechnical Engineering. Significant price ...
  • DESIGN OF SHALLOW AND DEEP FOUNDATION 
    Anas Fahad (NICE SCEE, National University of Sciences and Technology, Islamabad, 2018)
    Foundations are structural elements which transfers load to the underlying soil. Being the most critical and crucial part, serves as an interface between two completely different materials. Our basic aim is to understand ...
  • Soil-Structure Interaction 
    Uzair Mujahid (NICE SCEE, National University of Sciences and Technology, Islamabad, 2017)
    Foundations ,being the most critical and crucial part, serves as an interface between two completely different materials ,one being a material is combined form and serves as one body reinforced concrete ,or other one to ...
  • SITE SPECIFIC SEISMIC HAZARAD ASSESMENT OF ISB/RWP REGION A PARAMETRIC STUDY 
    Syed Muneeb Ahmed Kazmi (NICE SCEE, National University of Sciences and Technology, Islamabad, 2017)
    Pakistan is the 6th largest country by population and almost half of the population lives in earthquake prone areas. The country has experienced disastrous earthquakes including the 2005 Kashmir earthquake (7.6 magnitude), ...
  • MICROBIOLOGY IN GROUND IMPROVEMENT 
    Ujala Hassan (NICE SCEE, National University of Sciences and Technology, Islamabad, 2017)
    Different techniques are used for improving the properties of soil (reducing the permeability and strengthening the soil) such as deep dynamic compaction, Vibro-flotation and Vibro-compaction, chemical grouting, soil ...
  • DESIGN OF EXCAVATION SUPPORT SYSTEM FOR A COMMERCIAL PLAZA IN RAWALPINDI 
    Mohammad Zeb (NICE SCEE, National University of Sciences and Technology, Islamabad, 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 ...
  • ANALYSIS AND DESIGN OF LATERALLY LOADED PILES BY USING LPILE AND GROUPPILE SOFTWARES 
    Hamza Waheed (NICE SCEE, National University of Sciences and Technology, Islamabad, 2017)
    Laterally loaded piles are piles subjected to lateral and axial loads but axial loads are ignored for analytical simplicity. Several models exist for the analysis of single laterally loaded piles. The objective of this ...
  • THE ANALYIS AND REDESIGN OF THE DEEP FOUNDATION AT THE PESHAWAR MORR INTERCHANGE 
    Mohammad Salman Zaka (NICE SCEE, National University of Sciences and Technology, Islamabad, 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 ...
  • SLOPE STABILITY ANALYSIS OF DHA PHASE 4 SECTOR B AND DESIGN OF ITS REMEDIAL MEASURE 
    Saad Azhar (NICE SCEE, National University of Sciences and Technology, Islamabad, 2016)
    Slope Instability is the main problem faced by most of the construction projects. This problem is mostly faced in mountainous areas and so is the case with new DHA phase 4 because of its terrain. Scope of slope stability ...
  • RE-INFORCED EARTH RETAINING STRUCTURES DESIGN OF LAI EXPRESSWAY FROM AMMAR CHOWK TO IJP ROAD, RAWALPINDI PAKISTAN 
    Afnan Younis Tanoli (NICE SCEE, National University of Sciences and Technology, Islamabad, 2016)
    This document will present brief information on “Re-inforced Earth Retaining Structures”, which will include the types of re-inforcement, facing panels, backfill, fasteners between face panels and reinforcement; and drainage ...
  • FOUNDATION DESIGN OF ELEVATED EXPRESS HIGHWAY FROM TARNOL INTERCHANGE TO RAWAT, PAKISTAN 
    Mr. Adeel Rehman (NICE SCEE, National University of Sciences and Technology, Islamabad, 2016)
    The inadequate infrastructure of Pakistan has always been the sole problem for the country‟s development and to the economy. The lack in modern techniques related to civil engineering industry causes Pakistan huge losses ...
  • DESIGN OF RETAINING STRUCTURES 
    HASSAN NAWAZ LALEE (2016)
    Retaining structures are used to hold back masses of earth or other loose material where conditions make it impossible to let those masses assume their natural slopes. such conditions occur when width of the excavation, ...
  • DESIGN OF FOURTH DAM IN NUST AND ANALYSIS OF ITS EFFECT ON NEARBY BUILDINGS 
    Ahmed Asad Ullah (NICE SCEE, National University of Sciences and Technology, Islamabad, 2016)
    Pumping ground water by means of tube wells is a popular way of meeting water requirement but it runs the risk of lowering the water table thus causing water scarcity. Sector H-12, Islamabad, employed the same technique ...
  • DESIGN AND ANALYSIS OF FOUNDATIONS 
    Tanzeel Anjum (NICE SCEE, National University of Sciences and Technology, Islamabad, 2016)
    For any building the safe transfer of the superstructure’s load to the foundation is one of the most critical component of the design. At every building site due to varying geotechnical and geophysical conditions a unique ...
  • BEARING CAPACITY - SHEAR CRITERION 
    Taimoor Riasat (NICE SCEE, National University of Sciences and Technology, Islamabad, 2016)
    Determination of bearing capacity of soil is paramount for the design of foundations. There are several analytical methods available for the computation of bearing capacity. Only the shear criterion for bearing capacity ...
  • WATER SCHEME DESIGN OF CENTRAL SECTOR DHA PASE-IV 
    Zeeshan Tahir Virk (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)
    Water is the basic necessity of life. The increase in urbanization demands the provision of steady fresh water supply. This water is required to fulfil the residential, commercial and industrial demand of an area. This ...
  • SLOPE STABILITY ANALYSIS OF DHA-IV PHASE-1 EXTENSION 
    Ramiz Ali Shah ( (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)
    Slope Instability is the main problem faced by most of the construction projects. This problem is mostly faced in mountainous areas and so is the case with new DHA phase 4 Extension because it has sloppy terrain. Scope of ...
  • DESIGN OF CONSTRUCTED WETLAND FILTERS (NUST) 
    MUHAMMAD BILAL TAHIR (NICE SCEE, National University of Sciences and Technology, Islamabad, 2015)
    NUST is a prestigious university of Pakistan. As university is growing rapidly each year with more number of students admitting, the quantity of wastewater is also increasing. For that there is need to expand or install ...

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