Avirut Chinkulkijniwat

ORCID: 0000-0003-4905-7991
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About
Contact & Profiles
Research Areas
  • Geotechnical Engineering and Soil Stabilization
  • Soil and Unsaturated Flow
  • Concrete and Cement Materials Research
  • Geotechnical Engineering and Analysis
  • Innovative concrete reinforcement materials
  • Geotechnical Engineering and Soil Mechanics
  • Landslides and related hazards
  • Grouting, Rheology, and Soil Mechanics
  • Asphalt Pavement Performance Evaluation
  • Recycled Aggregate Concrete Performance
  • Geotechnical and construction materials studies
  • Geotechnical Engineering and Underground Structures
  • Recycling and utilization of industrial and municipal waste in materials production
  • Landfill Environmental Impact Studies
  • Infrastructure Maintenance and Monitoring
  • Tunneling and Rock Mechanics
  • Dam Engineering and Safety
  • Groundwater flow and contamination studies
  • Flood Risk Assessment and Management
  • Hydraulic flow and structures
  • Tree Root and Stability Studies
  • Innovations in Concrete and Construction Materials
  • Hydraulic and Pneumatic Systems
  • Cryospheric studies and observations
  • Structural Behavior of Reinforced Concrete

Suranaree University of Technology
2016-2025

Institute of Engineering
2021

Hue University
2021

Graz University of Technology
2005-2006

Geotechnics (United Kingdom)
2003-2005

Calcium carbide residue (CCR) and fly ash (FA) are both waste products from acetylene gas factories power plants, respectively. The mixture of CCR FA produces a cementitious material because contains lot Ca(OH)2, while is pozzolanic material. This paper investigates the possibility using this (a FA) to improve strength problematic silty clay in northeast Thailand. influential factors involved study water content, binder CCR∶FA ratio, curing time. mechanism controlling development also...

10.1061/(asce)mt.1943-5533.0000370 article EN Journal of Materials in Civil Engineering 2011-07-25

Marginal soils are traditional stabilised with Portland Cement (PC) when used as a pavement material. The production of PC is however an energy-intensive process and emits large amount greenhouse gas into the atmosphere. Geopolymer environmentally friendly 'green' binder commonly in building applications but rarely applications. application geopolymer to marginal soil stabilisation innovative approach given increasing scarcity virgin quarry materials many countries. This research...

10.1080/14680629.2015.1132632 article EN Road Materials and Pavement Design 2016-01-04

This article studies the durability of calcium carbide residue (CCR) and fly ash (FA) stabilized silty clay against wetting drying cycles to ascertain its performance in pavement applications. The test on CCR-FA samples compacted dry wet sides optimum was performed according ASTM. mixture CCR FA can be used for soil stabilization instead ordinary portland cement. suitable ingredient CCR, FA, results a moderately high strength geomaterial. (w-d) is considered low recommendations American...

10.1061/(asce)mt.1943-5533.0000853 article EN Journal of Materials in Civil Engineering 2013-05-15

The discharge capacity is a critical parameter controlling the performance of Prefabricated Vertical Drains (PVDs). laboratory measurement upmost importance when it comes to assessing proposed PVDs prior their usage in field, and hence, significance this paper. However, required obtain optimal by testing methods still uncertain. This because there are various apparatus for currently use commercial research organizations, all which provide widely varying values same type PVD under hydraulic...

10.1016/j.sandf.2016.01.010 article EN cc-by-nc-nd SOILS AND FOUNDATIONS 2016-02-01

Recycled concrete aggregate (RCA) is traditionally limited to nonstructural applications. Although the crushing process results in weak mortar particles and surface cracks throughout RCA, RCA can be employed as rigid pavement materials after its mechanical strength has been improved. This research evaluated novel use of polyvinyl alcohol (PVA) fly ash (FA) for improvement strengths concrete. The influence PVA binder (p/b) FA/cement (FA/c) ratios on RCA-PVA-FA was assessed by compressive,...

10.1061/(asce)mt.1943-5533.0002751 article EN Journal of Materials in Civil Engineering 2019-04-26
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