A5039632854- Geotechnical Engineering and Soil Stabilization
- Landfill Environmental Impact Studies
- Geotechnical Engineering and Soil Mechanics
- Geotechnical Engineering and Analysis
- Geotechnical Engineering and Underground Structures
- Seismic Performance and Analysis
- Grouting, Rheology, and Soil Mechanics
- Tailings Management and Properties
- Structural Engineering and Vibration Analysis
- Masonry and Concrete Structural Analysis
- Structural Behavior of Reinforced Concrete
- Recycled Aggregate Concrete Performance
- Metal Extraction and Bioleaching
- Microbial Applications in Construction Materials
- Urban Stormwater Management Solutions
- Hydrology and Sediment Transport Processes
- Mine drainage and remediation techniques
- Groundwater and Isotope Geochemistry
- Seismic and Structural Analysis of Tall Buildings
- earthquake and tectonic studies
- Geological formations and processes
- Innovative concrete reinforcement materials
- Flood Risk Assessment and Management
- Groundwater and Watershed Analysis
- Geotechnical and construction materials studies
Chandigarh University
2022-2024
Indian Institute of Technology Roorkee
2016-2018
The many hydrodynamic implications associated with the geomorphological evolution of braided rivers are still not profoundly examined in both experimental and numerical analyses, due to generation three-dimensional turbulence structures around sediment bars. In this research, 3D velocity fields were measured through an acoustic Doppler velocimeter during flume-scale laboratory runs over emerging sand bar model, reproduce conditions real rivers, Turbulent Kinetic Energy (TKE) components...
The shortage of natural aggregates has compelled the developers to devote their efforts finding alternative aggregates. On other hand, demolition waste from old constructions creates huge land acquisition problems and environmental pollution. Both these can be solved by recycling materials. current study aims use recycled brick (RBA) develop eco-friendly pervious concrete (PC) investigate new concrete’s structural performance pore structure distributions. Through laboratory testing image...
This paper investigates the effective positioning of shear walls in high-rise buildings design by using 9 models G+15 story with a height 3m each and plan dimension 16m x 24m. All are analyzed dynamic response spectrum analysis seismic zone iv following IS 1893-2016. The structural software ETABS v16 is used to referee all models. findings show that MOD9 (model 9) which having an interior core wall resists more forces as compared other configurations it was observed when placed...
The present paper investigates the effect of geogrid, as horizontal strips, on ultimate load intensity and bulging floating well end bearing granular piles. laboratory model tests numerical analyses have been carried out unreinforced piles reinforced with geogrid strips embedded in very soft clay. short-term displacement controlled were based unit cell concept. Numerical analysis has extended to study influence shear strength clay, number stiffness results form load–settlement relationship...
Increasing infrastructure growth has forced the construction industry to look for wasteful, cheap, and suitable materials construction. An investigation into geotechnical utilization of fly ash was carried out in present study. Practical applications normally involve use large quantities ash, so proper mixing with other may not be significantly achieved. Therefore, paper investigates behaviour a ash–bentonite layered system different ratios. The physical properties chemical composition...
With increasing population and industrialization, the water quality of freshwater sources like rivers, lakes, ponds is becoming increasingly degraded. Most rivers in India are polluted, including Godavari. construction dams, new industries unsustainable agricultural practices Godavari basin, characteristics degrading spatially temporally. The present study emphasizes analysis parameters temperature, pH, Dissolved Oxygen (DO), conductivity, Biological Demand (BOD), nitrate, faecal coliform...
In geotechnical construction, floating granular piles (FGPs) are employed to increase the bearing capacity and decrease settlement of soft highly compressive silt materials. FGPs have been installed more quickly cost effectively than full depth piles, thereby shortening construction period saving on Therefore, present paper investigates behavior under short-term, displacement-controlled conditions through laboratory testing numerical simulations using Plaxis 3D. Granular (GPs) with diameters...