Anand J. Puppala
Texas A&M University
492 Papers
1.2K Citations
Anand J. Puppala is an academic researcher from Texas A&M University. The author has contributed to research in topics: Expansive clay & Soil water. The author has an hindex of 41, co-authored 448 publications. Previous affiliations of Anand J. Puppala include Louisiana State University & Texas A&M Health Science Center College of Medicine.
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Papers
Evaluation of Swell Behavior of Expansive Clays from Internal Specific Surface and Pore Size Distribution
TL;DR: The interdependency of microsoil fabric-related properties and swell/shrink behavior of expansive soils needs to be identified to achieve a more thorough and accurate prediction of heave of expansive soil as mentioned in this paper.
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Deep Soil Mixing Technology for Mitigation of Pavement Roughness
Anand J. Puppala,Raja Sekhar Madhyannapu,Soheil Nazarian,Deren Yuan,Laureano R. Hoyos +4 more
- 01 Jun 2008
TL;DR: In this paper, Anchor rods were used to fasten a biaxial geogrid to the DSM columns, which was placed on top of the DSM-geogrid sections through a fill placement.
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Use of Lightweight ECS as a Fill Material to Control Approach Embankment Settlements
TL;DR: In this article, the use of light weight aggregate (LWA) material produced from the manufacturing of expanded clay and shale (ECS) for potential use as a roadway approach embankment material is evaluated.
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Improved p-y curve models for large diameter and super-long cast-in-place piles using piezocone penetration test data
TL;DR: In this paper, a p-y curve analysis method based on piezocone penetration test (CPTu) data is proposed, which uses the Matlock and hyperbolic p-Y models.
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•Journal Article
Resilient properties of laboratory compacted subgrade soils
TL;DR: In this paper, the influence of moisture content variations on the resilient modulus of road bed soils was investigated using the AASHTO T-294 procedure and two in-cell displacement measurement systems measured displacements with respect to the ends of the specimen and the middle one-third of the sample.
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