In the search for new soil stabilizing agents the effects of six organic cations on plastic limit, liquid limit, shrinkage limit, air-dry strength and rate of slaking of a highly plastic clay subsoil were studied. In all cases the plasticity index and shrinkage were reduced by the treatments. The air-dry strength was lowered in varying degree, which was the only undesirable effect noted. With one exception resistance to slaking was improved. It is concluded that large organic cations show promise as possible stabilizing agents for highly plastic fine-grained soils
Portland cement, hydrated lime, slag, class C and F fly ash, and a few nontraditional chemical stabi...
This paper presents a portion of the results of an experimental stabilized soil road base program in...
000915841975Final ReportFohs, Donald G.FHWA Project Manager: Donald G. Fohs (HRS-21)PDFTech ReportFH...
The sixth in a series, this bulletin further compiles the reports on completed research done for the...
This project was initiated to gain a better understanding of the phenomena which affect the engineer...
This is the fourth publication in a series of compilations of the reports on research completed for ...
This bulletin is a further compilation of the reports on completed research done for the Iowa State ...
Because of existing and predicted future shortages of road-building aggregates, the Iowa State Highw...
Previous studies at the Iowa Engineering Experiment Station have demonstrated the superior water-pro...
One of the common problems in highway .and airport construction faced by engineers all over the worl...
This is the fifth publication in a series of compilations of the reports on research completed for t...
This project was initiated to gain a better understanding of the phenomena which affect the engineer...
This paper describes a promising method of stabilizing calcareous Wisconsin-age loess with a combina...
This report covers the construction in 1961 of the soil-cement base and related pavement structure o...
Soil stabilization is the process of altering some soil properties by different methods, mechanical ...
Portland cement, hydrated lime, slag, class C and F fly ash, and a few nontraditional chemical stabi...
This paper presents a portion of the results of an experimental stabilized soil road base program in...
000915841975Final ReportFohs, Donald G.FHWA Project Manager: Donald G. Fohs (HRS-21)PDFTech ReportFH...
The sixth in a series, this bulletin further compiles the reports on completed research done for the...
This project was initiated to gain a better understanding of the phenomena which affect the engineer...
This is the fourth publication in a series of compilations of the reports on research completed for ...
This bulletin is a further compilation of the reports on completed research done for the Iowa State ...
Because of existing and predicted future shortages of road-building aggregates, the Iowa State Highw...
Previous studies at the Iowa Engineering Experiment Station have demonstrated the superior water-pro...
One of the common problems in highway .and airport construction faced by engineers all over the worl...
This is the fifth publication in a series of compilations of the reports on research completed for t...
This project was initiated to gain a better understanding of the phenomena which affect the engineer...
This paper describes a promising method of stabilizing calcareous Wisconsin-age loess with a combina...
This report covers the construction in 1961 of the soil-cement base and related pavement structure o...
Soil stabilization is the process of altering some soil properties by different methods, mechanical ...
Portland cement, hydrated lime, slag, class C and F fly ash, and a few nontraditional chemical stabi...
This paper presents a portion of the results of an experimental stabilized soil road base program in...
000915841975Final ReportFohs, Donald G.FHWA Project Manager: Donald G. Fohs (HRS-21)PDFTech ReportFH...