4.4 Article

Effect of Selected Nanospheres on the Mechanical Strength of Lime-Stabilized High-Plasticity Clay Soils

Related references

Note: Only part of the references are listed.
Article Engineering, Geological

Evaluation of pozzolanic Portland cement as geotechnical stabilizer of a dispersive clay

Amir Hossein Vakili et al.

Summary: The study found that adding 2% Portland cement to treat dispersive clay in Iran can reduce dispersivity and improve erosion resistance. The addition of 2% cement with 7 to 14 days curing time was found to be optimal, but the highest mechanical strength was achieved at 90 days.

INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING (2021)

Article Engineering, Geological

Assessing the impact of GBFS on mechanical behaviour and microstructure of soft clay

Armin Afrasiabian et al.

Summary: The study found that higher temperatures led to accelerated growth of cementitious products and increased compressive strength in samples with added GBFS. SEM images confirmed the formation of more and faster cemented structures with increasing temperature.

INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING (2021)

Article Engineering, Geological

Stabilization treatment of Na-montmorillonite with binary mixtures of lime and steelmaking slag

Mahdi Salimi et al.

INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING (2020)

Article Engineering, Environmental

Reducing the negative impact of freezing and thawing cycles on marl by means of the electrokinetical injection of calcium chloride

Ehsan Bidel Khoshbakht et al.

COLD REGIONS SCIENCE AND TECHNOLOGY (2019)

Article Engineering, Civil

Effect of Using Cement Kiln Dust as a Nano-Material on the Strength of Cement Mortars

Wael Alnahhal et al.

KSCE JOURNAL OF CIVIL ENGINEERING (2018)

Article Chemistry, Physical

Treatment of highly dispersive clay by lignosulfonate addition and electroosmosis application

Amir Hossein Vakili et al.

APPLIED CLAY SCIENCE (2018)

Article Construction & Building Technology

Shear strength performance of marine sediments stabilized using cement, lime and fly ash

Ana Paula Furlan et al.

CONSTRUCTION AND BUILDING MATERIALS (2018)

Article Engineering, Geological

Rubber powder-polymer combined stabilization of South Australian expansive soils

A. Soltani et al.

GEOSYNTHETICS INTERNATIONAL (2018)

Article Engineering, Multidisciplinary

Effect of utilizing unground and ground normal and black rice husk ash on the mechanical and durability properties of high-strength concrete

Syamsul Bahri et al.

SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES (2018)

Article Construction & Building Technology

Effect of carbon fiber and nanosilica on shear properties of silty soil and the mechanisms

Hongzhi Cui et al.

CONSTRUCTION AND BUILDING MATERIALS (2018)

Article Green & Sustainable Science & Technology

Macro- and nanomaterials for improvement of mechanical and physical properties of cement kiln dust-based composite materials

Hosam M. Saleh et al.

JOURNAL OF CLEANER PRODUCTION (2018)

Article Construction & Building Technology

Static and Cyclic Triaxial Behavior of Cemented Sand with Nanosilica

Asskar Janalizadeh Choobbasti et al.

JOURNAL OF MATERIALS IN CIVIL ENGINEERING (2018)

Article Engineering, Civil

STRENGTH CHARACTERISTICS OF CEMENT-RICE HUSK ASH STABILISED SAND-CLAY MIXTURE REINFORCED WITH POLYPROPYLENE FIBERS

Ali Ghorbani et al.

BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING (2018)

Article Construction & Building Technology

Internal erosional behaviour of dispersive clay stabilized with lignosulfonate and reinforced with polypropylene fiber

Amir Hossein Vakili et al.

CONSTRUCTION AND BUILDING MATERIALS (2018)

Article Engineering, Geological

The Use of Nanoclay Particles for Stabilization of Dispersive Clayey Soils

Nader Abbasi et al.

GEOTECHNICAL AND GEOLOGICAL ENGINEERING (2018)

Article Engineering, Geological

Analytical study for double-layer geosynthetic reinforced load transfer platform on column improved soft soil

Balaka Ghosh et al.

GEOTEXTILES AND GEOMEMBRANES (2017)

Article Materials Science, Multidisciplinary

Hybrid Metaheuristic-Neural Assessment of the Adhesion in Existing Cement Composites

Lukasz Sadowski et al.

COATINGS (2017)

Article Engineering, Geological

Microstructure characteristics of cement-stabilized sandy soil using nanosilica

Asskar Janalizadeh Choobbasti et al.

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING (2017)

Article Engineering, Geological

Solutions for Soil-Pile-Soil Forces in Pile Stabilized Slopes

Mohammad M. Yamin et al.

GEOTECHNICAL AND GEOLOGICAL ENGINEERING (2017)

Article Engineering, Geological

Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study

Amin Soltani et al.

GEOTECHNICAL AND GEOLOGICAL ENGINEERING (2017)

Article Chemistry, Physical

Enhanced stabilization of highly expansive clays by mixing cement and silica fume

A. R. Goodarzi et al.

APPLIED CLAY SCIENCE (2016)

Article Construction & Building Technology

The effect of size and replacement content of nanosilica on strength development of cement treated residual soil

Sayed Hessam Bahmani et al.

CONSTRUCTION AND BUILDING MATERIALS (2016)

Article Physics, Multidisciplinary

Physical and geotechnical properties of cement-treated clayey soil using silica nanoparticles: An experimental study

N. Ghasabkolaei et al.

EUROPEAN PHYSICAL JOURNAL PLUS (2016)

Article Engineering, Civil

STABILIZATION OF PROBLEMATIC SILTY SANDS USING MICROSILICA AND LIME

Ali Ghorbani et al.

BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING (2015)

Article Engineering, Geological

Mechanism of improvement in the strength and volume change behavior of lime stabilized soil

Arvind Kumar Jha et al.

ENGINEERING GEOLOGY (2015)

Article Engineering, Multidisciplinary

Mechanical Properties of Sandy Soil Improved with Cement and Nanosilica

Asskar Janalizadeh Choobbasti et al.

OPEN ENGINEERING (2015)

Article Chemistry, Physical

Cement and lime mixture stabilization of an expansive overconsolidated clay

Mohamed Khemissa et al.

APPLIED CLAY SCIENCE (2014)

Article Construction & Building Technology

Analysis of strength development in soft clay stabilized with cement-based stabilizer

Ma Cong et al.

CONSTRUCTION AND BUILDING MATERIALS (2014)

Article Engineering, Geological

Water Retention and Compressibility of a Lime-Treated, High Plasticity Clay

Maria Mavroulidou et al.

GEOTECHNICAL AND GEOLOGICAL ENGINEERING (2013)

Article Chemistry, Physical

The use of non-conventional additives in Marls stabilization

A. Seco et al.

APPLIED CLAY SCIENCE (2011)

Article Chemistry, Physical

Behaviour and mineralogy changes in lime-treated expansive soil at 20 °C

Muzahim Al-Mukhtar et al.

APPLIED CLAY SCIENCE (2010)

Article Engineering, Geological

Effect of Lime Stabilized Soil Cushion on Strength Behaviour of Expansive Soil

Jagadish Prasad Sahoo et al.

GEOTECHNICAL AND GEOLOGICAL ENGINEERING (2010)

Article Chemistry, Physical

Experimental study on instability of bases on natural and lime/cement-stabilized clayey soils

Raymond N. Yong et al.

APPLIED CLAY SCIENCE (2007)

Article Engineering, Environmental

The behaviour of organic matter in the process of soft soil stabilization using cement

Huie Chen et al.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2006)