4.2 Article

The role of construction and demolition materials in swelling of a clay

期刊

ARABIAN JOURNAL OF GEOSCIENCES
卷 12, 期 11, 页码 -

出版社

SPRINGER HEIDELBERG
DOI: 10.1007/s12517-019-4552-4

关键词

Swelling; Clay; CD materials; CBR; Oedometer

向作者/读者索取更多资源

The aim of this study was to assess the swelling of a clay treated with various construction and demolition materials (CD) (i.e., crushed brick, dragged asphalt, and crushed concrete paving slab), which are recycled and used for new engineering applications, thereby reducing their potential impact on environment. A comprehensive laboratory evaluation was carried out to examine the swelling of clay mixed with the CD materials at different mix ratios in both California Bearing Ratio (CBR) and oedometer testing equipments. The study has indicated that plasticity index for all mixtures decreases with an increase in the amount of CD materials. The testing procedure employed has an influence on swelling of the specimens. The swelling values obtained in the oedometer testing machines were higher than those obtained in the CBR apparatus. Furthermore, swelling behavior of the clay with different CD materials tested was found to be different from each other. The clay mixed with dragged asphalt pieces had the highest swelling value for all mix ratios tested in both testing equipments, while the clay with crushed brick grains had the lowest swelling.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.2
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Article Environmental Sciences

Influences of various construction and demolition materials on the behavior of a clay

A. F. Cabalar, M. D. Abdulnafaa, Z. Karabash

ENVIRONMENTAL EARTH SCIENCES (2016)

Article Construction & Building Technology

Use of waste ceramic tiles for road pavement subgrade

A. F. Cabalar, D. I. Hassan, M. D. Abdulnafaa

ROAD MATERIALS AND PAVEMENT DESIGN (2017)

Article Engineering, Civil

New Formulations for Dynamic Behavior of Sand-Waste Tire Mixtures in a Small Range of Strain Amplitudes

Ayse Edincliler, Ali Firat Cabalar, Abdulkadir Cevik, Haluk Isik

PERIODICA POLYTECHNICA-CIVIL ENGINEERING (2018)

Article Construction & Building Technology

Utilisation of construction and demolition materials with clay for road pavement subgrade

A. F. Cabalar, O. A. A. Zardikawi, M. D. Abdulnafaa

ROAD MATERIALS AND PAVEMENT DESIGN (2019)

Article Computer Science, Interdisciplinary Applications

Sieve analysis and standard penetration test correlations using Microsoft Excel VBA and an iPhone app

Haluk Isik, Ali F. Cabalar

COMPUTER APPLICATIONS IN ENGINEERING EDUCATION (2018)

Article Engineering, Multidisciplinary

Aluminum Waste in Road Pavement Subgrade

Ali Firat Cabalar, Hayder Govar, Mohammed D. Abdulnafaa, Haluk Isik

INGENIERIA E INVESTIGACION (2020)

Article Engineering, Geological

Hydraulic conductivity and undrained shear strength of clay-construction and demolition solid waste materials mixtures

Mohammed Abdulnafaa, Muwafaq Awad, Ali Cabalar, Nurullah Akbulut, Burak Ozufacik

Summary: The study found that adding different construction and demolition materials to clay reduces soil plasticity, decreases undrained shear strength, and increases hydraulic conductivity.

SOILS AND ROCKS (2021)

Article Engineering, Civil

Improvement in Field CBR Values of Subgrade Soil Using Construction-Demolition Materials

Moataz A. Al-Obaydi, Mohammed D. Abdulnafaa, Orhan A. Atasoy, Ali Firat Cabalar

Summary: The study found that adding CD materials to clay soil can significantly improve the bearing capacity of road subgrade layers, different materials have different effects on the increase in bearing capacity, and increasing the layer thickness also affects the enhancement of bearing capacity.

TRANSPORTATION INFRASTRUCTURE GEOTECHNOLOGY (2022)

Article Engineering, Geological

Geotechnical and other characteristics of cement-treated low plasticity clay

Ibrahim M. Alkiki, Mohammed D. Abdulnafaa, Abdulrahman Aldaood

Summary: The research revealed that adding cement to low plasticity clay soil can improve its compressive and tensile strength properties, with these improvements increasing with curing times. pH and electrical conductivity values serve as good indicators for the enhancement of strength properties. Microstructural tests showed that cement fills voids among soil grains.

SOILS AND ROCKS (2021)

Article Multidisciplinary Sciences

Plate Loading Tests on Clay with Construction and Demolition Materials

Ali Firat Cabalar, Mohammed Dafer Abdulnafaa, Volkan Isbuga

Summary: The study shows that adding construction and demolition (CD) materials can significantly increase the ultimate bearing capacity of clay, with a correlation observed between plate loading test results and numerical simulations.

ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING (2021)

Proceedings Paper Construction & Building Technology

Comparison of results of pre-consolidation of soft soil using analytical and finite element software

Muhamd D. Abdulnafaa, Ayman W. Al-dabbagh, Mohammed S. Mahmood

4TH INTERNATIONAL CONFERENCE ON BUILDINGS, CONSTRUCTION AND ENVIRONMENTAL ENGINEERING (2020)

Article Geosciences, Multidisciplinary

Soil liquefaction potential in Kahramanmaras, Turkey

A. F. Cabalar, A. Canbolat, N. Akbulut, S. H. Tercan, H. Isik

GEOMATICS NATURAL HAZARDS & RISK (2019)

Proceedings Paper Engineering, Geological

Transition fines contents of sand-clay mixtures under one dimensional compression

A. F. Cabalar, N. Akbulut, H. Isik

Geomechanics from Micro to Macro, Vols I and II (2015)

暂无数据