Article
Engineering, Geological
Reza Taherdangkoo, Markus Barsch, Ahmad Ataallah, Tao Meng, Quan Liu, Christoph Butscher
Summary: We developed a coupled hydro-mechanical model to mimic the swelling tests of a clay-sulfate rock specimen. The model was calibrated using the strain-time data obtained from laboratory testing, and a sensitivity analysis was conducted to determine the influential parameters. The model was able to accurately predict the long-term swelling behavior of clay-sulfate rocks, and it was found that at least 24 months of experimental data is needed for accurate calibration.
ROCK MECHANICS AND ROCK ENGINEERING
(2023)
Article
Engineering, Geological
Levent Selcuk
Summary: Experimental investigations on the expansion behavior of clayey soils are crucial to understand the soil-foundation response. Existing methods for estimating swelling characteristics of expansive soils are unsatisfactory, and this study proposes a more reliable and accurate method.
Article
Engineering, Civil
Mandi Moosavi, Saleh Ghadernejad
Summary: This study presents a fast and reliable approach to predict the swelling potential of clay-bearing rocks by measuring the contact angle of water on their surface. The method returns repeatable results, requires minimal sample preparation, and does not need to wait for the sample to fully absorb water.
GEOMECHANICS AND ENGINEERING
(2021)
Article
Geochemistry & Geophysics
Nur Aishah Zarime, Badariah Solemon, Wan Zuhairi Wan Yaacob, Rohayu Che Omar
Summary: This study investigates the geotechnical properties of soils and the migration of cadmium in relation to solid waste generation. The research demonstrates that marine clay has better adsorption capacity for cadmium compared to granitic residual soils, making it a potential material for engineered clay liners.
Article
Computer Science, Interdisciplinary Applications
Dulguun Narmandakh, Christoph Butscher, Faramarz Doulati Ardejani, Huichen Yang, Thomas Nagel, Reza Taherdangkoo
Summary: This article presents the use of neural network models to predict the swelling potential of clay soils, including both natural and artificial soils. The models were trained using the Levenberg-Marquardt algorithm and validated with experimental data, showing that the feed-forward neural network trained with this algorithm is the most accurate.
COMPUTERS AND GEOTECHNICS
(2023)
Article
Energy & Fuels
Mehran Karami, Behnam Sedaee, Ali Nakhaee
Summary: This study investigates the mechanism of clay swelling and migration in the porous media of oil reservoirs and aims to provide the appropriate composition and pattern of low salinity waterflooding to prevent damage. Proper water flooding design, application of efficient swelling inhibitors, and migration control are crucial to overcome the problem of formation damage caused by clay swelling and migration.
JOURNAL OF PETROLEUM EXPLORATION AND PRODUCTION TECHNOLOGY
(2023)
Article
Environmental Sciences
Ali Kianersi, Mastaneh Hajipour, Ebrahim Biniaz Delijani
Summary: The study aimed to investigate the potential of nanoparticles as clay swelling inhibitors and explore the impact of various parameters on their performance. The experiments showed that nanoparticles, particularly silica nanoparticles at the appropriate concentration, can effectively reduce clay swelling and prevent formation damage.
ENVIRONMENTAL EARTH SCIENCES
(2023)
Article
Energy & Fuels
Andreia Silveira Freire Soares, Ana Maria Furtado de Sousa, Luis Americo Calcada, Claudia Mirian Scheid, Monica Regina Costa Marques
Summary: In this study, drilling fluid formulations were developed using a four-level factorial design to evaluate the effect of drilling fluid components on their rheological properties and in the loss of circulation. The incorporation of LCMs improved the rheological properties of the drilling fluid, with CMC, BT, and HG being the main factors in combating loss of circulation in the fracture and filtration phases. Additionally, the interaction of HG*CMC and BT*CMC was found to be highly significant in preventing loss of circulation.
JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING
(2021)
Article
Chemistry, Multidisciplinary
Tao Mei, Jirong Lan, Yiqie Dong, Shanshan Zhang, Huiting Tao, Haobo Hou
Summary: In this study, a slag soil hardener (SSH) developed by Wuhan University, China, was used in combination with different additives to improve the treatment effect and immersion stability of expansive soils. The experimental results showed that the combination of SSH and quicklime had the best improvement effect on expansive soils, reducing the free expansion rate and increasing the compressive strength. Analysis of the samples' characteristics and structure revealed that SSH reduced the proportion of montmorillonite and enhanced the mechanism of ion exchange, soil particle connection, and coating protection.
Article
Chemistry, Multidisciplinary
Muawia Dafalla
Summary: A method for predicting the swellability of clay-sand mixtures is proposed, which uses a modified form of an existing prediction model and fall cone penetration technique. By considering the porosity of the mixture and vertical effective stress, the method enables the prediction of swelling behavior under various stress levels.
APPLIED SCIENCES-BASEL
(2023)
Article
Engineering, Geological
Toralv Berre, Tom Lunne, Jean-Sebastien L'heureux
Summary: A method for determining false deformation is presented in this paper to correct for sample disturbance during hydraulic testing.
CANADIAN GEOTECHNICAL JOURNAL
(2022)
Article
Construction & Building Technology
Mounir Bouassida, Sergio Andrew Manigniavy, Dalel Azaiez, Yosra Bouassida
Summary: This article introduces a new method for characterizing expansive clays after oedometer tests, and validates a novel approach for mitigating the swelling phenomena. The mitigation solution involves placing a compacted granular layer as an interface between the expansive clay and the foundation, reducing the swelling effect significantly.
FRONTIERS IN BUILT ENVIRONMENT
(2022)
Article
Engineering, Civil
Moirangthem Johnson Singh, Wei-Qiang Feng, Dong-Sheng Xu, Lalit Borana
Summary: Time-dependent stress-strain behavior significantly affects the compressibility characteristics of clayey soil. Indian Montmorillonite Clay exhibits significant time-dependent behavior during loading unloading stages, with factors such as pore water entrance restriction and particle sliding contributing to this phenomenon. The relationship between creep coefficients and applied stresses is nonlinear, with significant increases observed up to 630 kPa-760 kPa during reloading.
GEOMECHANICS AND ENGINEERING
(2022)
Article
Materials Science, Textiles
Ramanathan Ayothiraman, Raghvendra Sahu, Priyabrata Bhuyan
Summary: Waste human hair fibers can be used as reinforcement material in soil to improve soil properties and enhance shear strength and modulus. Designing roads with improved properties can lead to reduction in pavement thickness, resulting in cost savings in major projects.
JOURNAL OF NATURAL FIBERS
(2022)
Article
Chemistry, Physical
Saba Shariati, Masoumeh Mousavi, Albert Hung, Elham H. Fini
Summary: It has been found that adding polyphosphoric acid (PPA) to bitumen modified with Montmorillonite clay (MMT) can decrease swelling and increase resistance to moisture, improving pavement distress. PPA was shown to preferentially adsorb onto MMT, blocking water from entering and improving the stability of the modified bitumen.
JOURNAL OF COLLOID AND INTERFACE SCIENCE
(2021)
Article
Environmental Sciences
A. F. Cabalar, M. D. Abdulnafaa, Z. Karabash
ENVIRONMENTAL EARTH SCIENCES
(2016)
Article
Construction & Building Technology
A. F. Cabalar, D. I. Hassan, M. D. Abdulnafaa
ROAD MATERIALS AND PAVEMENT DESIGN
(2017)
Article
Engineering, Civil
Ayse Edincliler, Ali Firat Cabalar, Abdulkadir Cevik, Haluk Isik
PERIODICA POLYTECHNICA-CIVIL ENGINEERING
(2018)
Article
Construction & Building Technology
A. F. Cabalar, O. A. A. Zardikawi, M. D. Abdulnafaa
ROAD MATERIALS AND PAVEMENT DESIGN
(2019)
Article
Computer Science, Interdisciplinary Applications
Haluk Isik, Ali F. Cabalar
COMPUTER APPLICATIONS IN ENGINEERING EDUCATION
(2018)
Article
Engineering, Multidisciplinary
Ali Firat Cabalar, Hayder Govar, Mohammed D. Abdulnafaa, Haluk Isik
INGENIERIA E INVESTIGACION
(2020)
Article
Engineering, Geological
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.
Article
Engineering, Civil
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
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.
Article
Multidisciplinary Sciences
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
Muhamd D. Abdulnafaa, Ayman W. Al-dabbagh, Mohammed S. Mahmood
4TH INTERNATIONAL CONFERENCE ON BUILDINGS, CONSTRUCTION AND ENVIRONMENTAL ENGINEERING
(2020)
Article
Geosciences, Multidisciplinary
A. F. Cabalar, A. Canbolat, N. Akbulut, S. H. Tercan, H. Isik
GEOMATICS NATURAL HAZARDS & RISK
(2019)
Proceedings Paper
Engineering, Geological
A. F. Cabalar, N. Akbulut, H. Isik
Geomechanics from Micro to Macro, Vols I and II
(2015)