Anand J. Puppala

TL;DR: In this paper, the authors present details of a study that deals with determination of engineering properties, identification of phases of major hydration products, and microstructural characteristics of a zinc-c...

TL;DR: In this article, the effects of three different cement dosages and various confining and deviatoric stress levels on the resilient modulus (MR) response of treated RAP materials were studied.

TL;DR: In this article, the authors investigated the influence of polypropylene fiber reinforcement on expansive soil stabilization and found that fiber reinforcement enhanced the unconfined compressive strength (UCS) of the soil and reduced both volumetric shrinkage strains and swell pressures of the expansive clays.

TL;DR: In this article, a series of tests were performed on RAP aggregate materials treated with different dosages of portland type I/II cement and with alkali-resistant glass fibers, and the results confirmed the potential of cement-fiber-treated RAP material as an environmentally and structurally sound alternative to nonbonded materials for base and subbase applications in pavement engineering.

TL;DR: In this article, the authors investigated the behavior of lime and cement stabilized organic soils and found that there is a drastic increase in unconfined compressive strength (UCS) of lime-and cement-treated specimens until 28 days of curing.