Aravind Pedarla
Aravind Pedarla
Geotechnical Engineer
Verified email at
Cited by
Cited by
Influence of mineralogy and plasticity index on the stabilization effectiveness of expansive clays
A Pedarla, S Chittoori, AJ Puppala
Transportation research record 2212 (1), 91-99, 2011
Innovative ground improvement techniques for expansive soils
AJ Puppala, A Pedarla
Innovative Infrastructure Solutions 2, 1-15, 2017
Modeling critical-state shear strength behavior of compacted silty sand via suction-controlled triaxial testing
UD Patil, AJ Puppala, LR Hoyos, A Pedarla
Engineering Geology 231, 21-33, 2017
Addressing clay mineralogy effects on performance of chemically stabilized expansive soils subjected to seasonal wetting and drying
BCS Chittoori, AJ Puppala, A Pedarla
Journal of geotechnical and geoenvironmental engineering 144 (1), 04017097, 2018
Assessment of guar gum biopolymer treatment toward mitigation of desiccation cracking on slopes built with expansive soils
R Acharya, A Pedarla, TV Bheemasetti, AJ Puppala
Transportation Research Record 2657 (1), 78-88, 2017
Experimental feasibility study of a new attached hydronic loop design for geothermal heating of bridge decks
X Yu, MT Hurley, T Li, G Lei, A Pedarla, AJ Puppala
Applied Thermal Engineering 164, 114507, 2020
Diffused double-layer swell prediction model to better characterize natural expansive clays
AJ Puppala, A Pedarla, A Pino, LR Hoyos
Journal of Engineering Mechanics 143 (9), 04017069, 2017
A semi-empirical swell prediction model formulated from ‘clay mineralogy and unsaturated soil’properties
AJ Puppala, A Pedarla, LR Hoyos, C Zapata, TV Bheemasetti
Engineering geology 200, 114-121, 2016
Long-term durability studies on chemically treated reclaimed asphalt pavement material as a base layer for pavements
AJ Puppala, A Pedarla, B Chittoori, VK Ganne, S Nazarian
Transportation Research Record 2657 (1), 1-9, 2017
Evaluation of swell behavior of expansive clays from internal specific surface and pore size distribution
A Pedarla, AJ Puppala, LR Hoyos, B Chittoori
Journal of Geotechnical and Geoenvironmental Engineering 142 (2), 04015080, 2016
Influence of lime dosage on stabilization effectiveness of montmorillonite dominant clays
A Pedarla, S Chittoori, AJ Puppala, LR Hoyos, S Saride
GeoFlorida 2010: Advances in Analysis, Modeling & Design, 767-776, 2010
SWRC modelling framework for evaluating volume change behavior of expansive soils
A Pedarla, AJ Puppala, LR Hoyos, SK Vanapalli, C Zapata
Unsaturated Soils: Research and Applications: Volume 1, 221-228, 2012
Effect of unit weight on porosity and consolidation characteristics of expansive clays
BCS Chittoori, AAB Moghal, A Pedarla, AM Al-Mahbashi
Journal of Testing and Evaluation 45 (1), 94-104, 2017
Leachate studies on lime and portland cement treated expansive clays
S Chittoori, A Pedarla, AJ Puppala, LR Hoyos, S Nazarian, S Saride
Geo-Frontiers 2011: Advances in Geotechnical Engineering, 4479-4488, 2011
Durability studies on stabilization effectiveness of soils containing different fractions of montmorillonite
A Pedarla
The University of Texas at Arlington, 2009
Understanding shallow slope failures on expansive soil embankments in north Texas using unsaturated soil property framework
AM George, S Chakraborty, JT Das, A Pedarla, AJ Puppala
PanAm Unsaturated Soils 2017, 206-216, 2017
Soil modification by admixtures: Concepts and field applications
AJ Puppala, A Pedarla, T Bheemasetti
Ground improvement case histories, 291-309, 2015
Durability studies on native soil-based controlled low strength materials
B Chittoori, AJ Puppala, A Pedarla, DPR Vanga
Ground improvement and geosynthetics, 249-257, 2014
SWCC and clay mineralogy based models for realistic simulation of swell behavior of expansive soils
A Pedarla
Civil & Environmental Engineering, 2013
Settlement mitigation of a distressed embankment in Texas by utilization of lightweight EPS geofoam material
P Ruttanaporamakul, AJ Puppala, A Pedarla, TV Bheemasetti, ...
Transportation Research Board 95th Annual MeetingTransportation Research Board, 2016
The system can't perform the operation now. Try again later.
Articles 1–20