Browsing NICE (SCEE) by Issue Date

A LABORATORY STUDY, ANALYZING STABILITY AND PERMEABILITY CHARACTERISTICS TO DETERMINE THE SUITABILITY OF ASPHALT STABILIZED PERMEABLE BASES USING ASPHALT PENETRATION GRADES 40/50 AND 60/70

CAPTAIN ZULFIQAR BASHIR (NICE SCEE, National University of Sciences and Technology, Islamabad, 1998)

Highway engineers agree that removal of water from the base and upper portion of sub-grade deserves high priority, if good performance is to be achieved for a flexible pavement. Water enters the dense graded bases through ...

AN EXPERIMENTAL LABORATORY STUDY TO EVALUATE THE EFFECTS OF FLY ASH ALONG WITH BLAST FURNACE SLAG AS PARTIAL REPLACEMENT OF FINE AGGREGATE AND MINERAL FILLER IN ASPHALT MIX, AT HIGH TEMPERATURE

Major Akmal Fiaz (NICE SCEE, National University of Sciences and Technology, Islamabad, 1998)

The problems associated with the environmentally safe and efficient disposal of waste continue to grow. In many areas, existing landfills are beginning to fill up, and a “not-in-my-backyard” philosophy has made the ...

A LABORATORY STUDY TO SEE THE FEASIBILITY OF LIME - FLY ASH STABILIZED BASES IN HYDERABAD AREA

MUHAMMAD SUFIAN SAEED DAR (NICE SCEE, National University of Sciences and Technology, Islamabad, 1998)

In Western countries, the waste management and the use of mining, metallurgical and industrial by- products are an important aspect of their national policies aimed at reinforcing present trends regarding the conservation ...

ANALYSIS OF ISLAMABAD HIGHWAY TO ASCERTAIN THE CAUSES OF FAILURE AND SUGGEST REMADIAL MEASURES

Major Masood Ahmed (NICE SCEE, National University of Sciences and Technology, Islamabad, 1998)

Flexible pavements are typically designed to provide a good ride quality and to resist rutting and fatigue cracking. The two types of distresses are mainly caused by wheel loads and are accelerated by environmental factors. ...

PAVEMENTS WITH CEMENT TREATED BASES – CRACKING AND CONTROL

Nauman Afridi (NICE SCEE, National University of Sciences and Technology, Islamabad, 1998)

Cement treated base courses are used in most parts of the world in both flexible and rigid pavements. In this paper an attempt has been made to give a brief introduction about the nature of the cement treated bases, problem ...

Comparative Study of Interpreted Ultimate Loads of Piles from Pile Load Test Data Using Different Methods of Interpretation and Predicted Loads Using Soil Exploration Reports

Syed Javed Hussain (NICE SCEE, National University of Sciences and Technology, Islamabad, 2000)

Study Use Recycled / Waste Polythene Chips, Cement and Sand to Reduce the Shrinkage Potential of Clay Liner in Arid / Semi-Arid Regions

Mahmud, Major Shafqat (NUST, 2000)

Clay rich soils used as liners and covers for containment of industrial waste and other materials, are compacted wet of optimum with a view to minimize the hydraulic conductivity of the liners and covers. Resultantly the ...

Comparative Study of Interpreted Ultimate Loads of Piles from Pile Load Test Data Using Different Methods of Interpretation and Predicted Loads Using Soil Exploration Reports

Syed Javed Hussain (NICE, National University of Sciences and Technology (NUST), Islamabad, 2000)

The construction of pile foundation is a sphere in civil engineering in which there may be at the design, Construction, installation and loading stage, a considerable no of factors on which limited data may be available. ...

Study use Recycled / Waste Polythene Chips, Cement and Sand to Reduce The Shrinkage Potential of Clay Liner in Arid / Semi Arid

Major Shafqat Mahmud (NICE SCEE, National University of Sciences and Technology, Islamabad, 2000)

Clay rich soils used as liners and covers for containment of industrial waste and other materials, are compacted wet of optimum with a view to minimize the hydraulic conductivity of the liners and covers. Resultantly the ...

Load Transfer from High Strength Concrete Interior Columns through Ordinary Strength Concrete Slabs

Major Amer Raza (NICE SCEE, National University of Sciences and Technology, Islamabad, 2001)

Nine interior slab-column specimens were tested to investigate the effects on high strength concrete columns, due to the presence of ordinary strength floor concrete layer in between the columns. The 28 and 30 inches long ...

Experimental Study of Ferrocement as a Retrofit/Strengthening Material for Masonry Columns

Khan, Maj. Ghazanfar Ali (NUST, 2001)

Brick masonry columns are common in low or medium rise masonry buildings. These old masonry buildings / structures have outlived their durability due to continues environmental effects or these are being used for purposes ...

Study of in Service Ex Pension Joints with Special in Cases on Performance, Condition, Waterproofing, Causes of Failure and Repair/Retrofitting Techniques

Aslam, Muhammad (NUST, 2001)

Load Transfer from High Strength Concrete Columns through Ordinary Strength Concrete Slabs

Khan, Maj. Ehsan Ullah (NUST, 2001)

Load Transfer from High Strength Concrete Interior Columns through Ordinary Strength Concrete Slabs

Raza, Maj. Amer (NUST, 2001)

Nine interior slab-column specimens were tested to investigate the effects on high strength concrete columns, due to the presence of ordinary strength floor concrete layer in between the columns. The 28 and 30 inches long ...

Load Transfer From High Strength Concrete Edge Columns through Ordinary Strength Concrete Slabs

Iqbal, Ansar (NUST, 2001)

Nine edge slab-column specimens were tested to investigate the effects on high strength concrete columns, due to presence of ordinary strength floor concrete layer in between the columns. The 30’’ long columns had a floor ...

Shear Optimization of Prestressed Bridge Girders

Khalid, Major Mansoor (NUST, 2001)

Experimental Study of Ferrocement as a Retrofit/Strengthening Material for Masonry Columns

Major Ghazanfar Ali Khan (NICE SCEE, National University of Sciences and Technology, Islamabad, 2001)

Load Transfer From High Strength Concrete Edge Columns Through Ordinary Strength Concrete Slabs

Major Ansar Iqbal (NICE SCEE, National University of Sciences and Technology, Islamabad, 2001)

Nine edge slab-column specimens were tested to investigate the effects on high strength concrete columns, due to presence of ordinary strength floor concrete layer in between the columns. The 30’’ long columns had a floor ...

Load Transfer From High Strength Concrete Columns through Ordinary Strength Concrete Slabs

Major Ehsan Ullah Khan (NICE SCEE, National University of Sciences and Technology, Islamabad, 2001)

Shear Optimization of Prestressed Bridge Girders

Major Mansoor Khalid (NICE SCEE, National University of Sciences and Technology, Islamabad, 2001)

Browsing NICE (SCEE) by Issue Date

Browsing NICE (SCEE) by Issue Date

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