Sanat K. Pokharel

ORCID: 0000-0002-5900-8010
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About
Contact & Profiles
Research Areas
  • Geotechnical Engineering and Soil Stabilization
  • Geotechnical Engineering and Underground Structures
  • Grouting, Rheology, and Soil Mechanics
  • Geotechnical Engineering and Analysis
  • Landfill Environmental Impact Studies
  • Asphalt Pavement Performance Evaluation
  • Civil and Geotechnical Engineering Research
  • Geotechnical Engineering and Soil Mechanics
  • Microbial Applications in Construction Materials
  • Infrastructure Maintenance and Monitoring
  • BIM and Construction Integration
  • Railway Engineering and Dynamics
  • Structural Analysis and Optimization
  • Innovations in Concrete and Construction Materials
  • Innovative concrete reinforcement materials
  • Climate change and permafrost
  • Sustainable Building Design and Assessment
  • Design Education and Practice
  • Soil Mechanics and Vehicle Dynamics
  • Tree Root and Stability Studies
  • Construction Project Management and Performance
  • Value Engineering and Management
  • Fluid Dynamics Simulations and Interactions

Applied Logic Laboratory (Hungary)
2025

University of Kansas
2007-2012

University of Illinois Urbana-Champaign
2011

Navajo Nation Division of Health
2011

Kansas State University
2011

Environmental Protection Agency
2011

University of Delaware
2011

United States Department of Transportation
2011

Recycled asphalt pavement (RAP) has been increasingly used as an energy efficient and environmentally friendly paving material is currently the most reused recycled in United States. RAP new hot mix (HMA) mixtures base courses for construction. When a course material, presence of may cause excessive deformation under traffic loading. Geocell, three-dimensional (3D) polymeric geosynthetic cells, was proposed this study to minimize by confining material. Full-scale accelerated tests were...

10.1061/(asce)mt.1943-5533.0000286 article EN Journal of Materials in Civil Engineering 2011-01-29

Geogrid (uniaxial or biaxial) is one type of geosynthetics that has been successfully used in slopes, walls, roads, and other applications. The main application biaxial geogrid to stabilize soft subgrade reinforce weak base courses by providing lateral confinement. confinement due the interaction between aggregates ribs depends on geometry properties geogrid, such as rib shape apertures size, stiffness ribs, aggregates. Research shown cannot provide uniform tensile resistance all directions....

10.1061/(asce)mt.1943-5533.0000577 article EN Journal of Materials in Civil Engineering 2012-08-27

Geocells, one type of geosynthetics manufactured in a form three-dimensional interconnected cells, have been reported to effectively provide lateral confinement infill material increase the modulus and bearing capacity base courses. Most studies so far focused on behavior geocell-reinforced bases under static loading. Geocells used for pavement applications are subjected repeated Limited conducted investigate performance In this study, single multiple granular with three types materials...

10.1016/j.ijprt.2017.03.007 article EN cc-by-nc-nd International Journal of Pavement Research and Technology 2017-03-21

Full-scale trafficking tests were conducted to evaluate the effect of novel polymeric-alloy geocell reinforcement on base courses for low-volume unpaved roads over weak subgrade. Three types in-fill materials—crushed limestone (AB-3) aggregate, quarry waste (QW), and recycled asphalt pavement (RAP)—were used a subgrade layer consisting A-7-6 clay. Four sections that included one unreinforced control section AB-3 aggregate 30 cm thick three 17-cm geocell-reinforced tested under single-axle...

10.3141/2204-09 article EN Transportation Research Record Journal of the Transportation Research Board 2011-01-01

Geogrids have been successfully used to improve soft subgrade and reinforce weak base courses for low-volume roads by providing lateral confinement. However, uniaxial biaxial geogrids with rectangular or square apertures cannot provide uniform resistance in all directions. A new geogrid product triangular was developed introduced into the market overcome this problem. The triangular-aperture has a more stable grid structure can directions compared geogrids. performance of geogrid-reinforced...

10.3141/2204-11 article EN Transportation Research Record Journal of the Transportation Research Board 2011-01-01

Geosynthetics have been used for base reinforcement since 1970s. Numerous research has already carried out planar geosynthetic but limited conducted three-dimensional geocell reinforcement. Literature review also demonstrated a significant gap between the applications and theories of outlining need more research. This study was to investigate behavior reinforced bases using single under static repeated loads on loading plate. The experimental results show that could increase stiffness by...

10.1061/41023(337)52 article EN 2009-03-10

Geogrids have been successfully used to improve soft subgrade and reinforce weak base course by providing lateral confinement. However, uniaxial biaxial geogrids cannot provide uniform resistance in all directions. A new product termed "Triaxial geogrid" was developed overcome this limitation. The triaxial geogrid is expected a more stable grid structure directions as compared with geogrids. the effects of on performance reinforced bases not well evaluated. In study, unreinforced...

10.1061/41095(365)120 article EN GeoFlorida 2010 2010-02-15

Resilient modulus of subgrade is often necessary for pavement design and determined by cyclic triaxial tests or correlation with other laboratory insitu test results (such as CBR DCP data). Cyclic plate loading were conducted in this study to determine the resilient a weak subgrade. The was made 75% Kansas River sand 25% kaolin compacted at wet optimum large geotechnical testing box (2m x 2.2m 2m). This first evaluated then tested under 30-cm diameter rigid four different magnitudes loading....

10.1061/41165(397)485 article EN 2011-03-11

Currently, great emphasis is placed on sustainable construction and infrastructure with green technologies. As a result, the demand for environmental friendly roads increasing day by day. More technologies roadway are needed. One way to construct environmentally sound through use of recycled asphalt pavement (RAP) materials as base course. However, limited research has been done quantify its structural capacity engineering properties. It expected that RAP courses may have excessive...

10.1061/9780784412121.161 article EN Geo-Congress 2019 2012-03-29

Freeze-thaw (F-T) cycles are a major cause of pavement distress in seasonal frost regions, and the presence fines bases can accelerate degradation induced by cyclic freeze thaw. Among countermeasures used to mitigate F-T damages pavements, geocell-reinforced be an effective solution mitigating damage cold region roads. However, there is almost no research dedicated understanding potential benefit geocells underlying mechanisms this regard. This study employed custom-made model test device...

10.1680/jgein.22.00298 article EN Geosynthetics International 2022-12-19

10.1007/s40891-021-00285-8 article EN International Journal of Geosynthetics and Ground Engineering 2021-05-21

One of the issues with existing rail network is cross-level issue, where two parallel tracks have unwanted elevation differences, risking train derailment. The speed trains typically reduced in those identified areas but still, geometric irregularity causes body vibrations reduces riding comfort. Once that difference exceeds a design limit operation ceases for safety. Conventional solutions to this are jacking up track by re-filling material inside and injecting expandable foam. None...

10.1051/e3sconf/202456905001 article EN cc-by E3S Web of Conferences 2024-01-01
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