Stiffness and strength development of the soft clay stabilized by the one-part geopolymer under one-dimensional compressive loading
Sign Up to like & getrecommendations! Published in 2021 at "Soils and Foundations"
DOI: 10.1016/j.sandf.2021.06.001
Abstract: Abstract In this paper, the one-part alkali-activated geopolymer was adopted as the soil binder to stabilize the soft clay under the one-dimensional compressive loading. Factors influencing the stiffness and strength of the one-part geopolymer stabilized… read more here.
Keywords: one part; part; dimensional compressive; soft clay ... See more keywords