... content over time. A key objective was to show that very-high-moisture soils can be stabilized with low dosages of portland-limestone cement (PLC) or ordinary portland cement (OPC) and still achieve useful properties for some beneficial reuse applications. Key factors separating this effort from past...

...V. Goreham; C. B. Lake; P. K. Yuet This paper presents the application of a single reservoir diffusion test to determine both the effective porosity of a soil-cement matrix and the diffusivity of tritium through saturated, monolithic, cement solidified/stabilized wasteforms. Testing was performed...

...Jonathon R. Griffin; Sarah R. Jersey Evaluation of the structural capacity of in-service pavements with a cement-stabilized soil layer provides a unique challenge. Properties required to assess the structural capacity include strength and stiffness of the material. Traditionally these parameters...

... by addition of quarry dust. Problems associated with the construction of highways over clayey subgrade can be reduced significantly by mixing with quarry dust. 15 10 2002 28 09 2004 11 05 2005 California Bearing Ratio quarry dust stabilization clay compacion References ASTM...

...Z Nalbantoglu; E Gucbilmez The calcareous expansive soil in Cyprus has caused serious damage to structures. High-quality Soma fly ash admixture has shown tremendous potential as an economical method for the stabilization of the soil. Fly ash and lime-fly ash admixtures reduce the water absorption...

...H Ghiassian; RD Hryciw; DH Gray A laboratory testing apparatus is described for examining slopes subjected to seepage and stabilized by anchored geosynthetics (AGS). The AGS technique can increase the stability of cohesionless slopes such as coastal dunes against surficial erosion and shallow mass...

...RH Borden; JI Baez Lime slurry pressure injections have been successfully used to stabilize and control swelling and expansive soils and low-strength clay soils to depths of up to 40 ft (12 m). When the activity of soils is somewhat lower, or when soils have large void ratios, lime/fly ash (L/FA...

...M Arabi; R Delpak; S Wild Stabilization by lime, which is frequently carried out to improve the mechanical properties of soils, results from the formation and development of cementitious calcium silicate aluminate hydrate gel. The gel produces interlocking and bonding of the soil particles, hence...