Engineering properties of nagar parkar plutonic & volcanic rocks as a construction aggregates, district tharparkar, sindh province Pakistan

<p>The purpose of this paper is to study the important engineering properties of the volcanic rocks present with the Nagar Parkar Granites located from Sindh University Campus Jamshoro 5h 44 min (355.3 km) via Hyderabad - Badin Road and 5h 57 min (323.5 km) via Naukot - Mithi Road and Islamkot...

Descripción completa

Guardado en:
Detalles Bibliográficos
Autores principales: Mushtaque Ahmed Pathan (Autor), Maryam Maira Pathan (Autor)
Formato: Libro
Publicado: Journal of Civil Engineering and Environmental Sciences - Peertechz Publications, 2020-06-11.
Materias:
Acceso en línea:Connect to this object online.
Etiquetas: Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!

MARC

LEADER 00000 am a22000003u 4500
001 peertech__10_17352_2455-488X_000035
042 |a dc 
100 1 0 |a Mushtaque Ahmed Pathan  |e author 
700 1 0 |a Maryam Maira Pathan  |e author 
245 0 0 |a Engineering properties of nagar parkar plutonic & volcanic rocks as a construction aggregates, district tharparkar, sindh province Pakistan 
260 |b Journal of Civil Engineering and Environmental Sciences - Peertechz Publications,   |c 2020-06-11. 
520 |a <p>The purpose of this paper is to study the important engineering properties of the volcanic rocks present with the Nagar Parkar Granites located from Sindh University Campus Jamshoro 5h 44 min (355.3 km) via Hyderabad - Badin Road and 5h 57 min (323.5 km) via Naukot - Mithi Road and Islamkot, the rocks look suitable for pavement and concrete aggregates. Number of standard tests were conductedted. Which included; Specific Gravity, Gradation, Soundness, Particle shape and Surface Texture Absorption Index, Abrasion Resistance, Deleterious Materials, in addition to moisture content and Fineness modulus. Geologically there are two main components known as Pink Granites and Grey granites on the basis of the plagioclase / orthoclase mineral component [1]. Results of the standard tests depicted that both Pink Granites and Grey Granites samples have different characteristics especially concerning abrasion resistance. After comparing the obtained results with standard specifications showed that both samples can produce aggregates that are suitable for pavement but only Pink sample can produce concrete aggregates. It was also assumed that there should be a technical control in the crushing circuit to produce the required gradation.</p> 
540 |a Copyright © Mushtaque Ahmed Pathan et al. 
546 |a en 
655 7 |a Research Article  |2 local 
856 4 1 |u https://doi.org/10.17352/2455-488X.000035  |z Connect to this object online.