Atterberg limits tests were performed on mixtures of gumbotil soil and the various chief chemical compounds found in hydrated limes. The results were then checked with commercial hydrated limes of varying chemical compositions. Results indicate that among the major constituents of hydrated limes Ca(OH)2 is most effective in reducing soil plasticity. MgO shows a moderate effect, but Mg(OH)2 and CaCO3 show practically no effect. There is, however, practically no difference between different types or between the same type of commercial hydrated limes for the reduction of soil plasticity. The choice of lime for soil-lime stabilization should, therefore, be dictated by the relative price and pozzolanic strength characteristics of the lime
Like soils of other regions in the world, some tropical soils are also associated with problems of l...
This study involves the clay sample which is taken from Kampung Kedaik Asal, Rompin site and evaluat...
This study includes the effect of lime addition on the engineering properties of gypseous soil taken...
Atterberg limits tests were performed on mixtures of gumbotil soil and the various chief chemical co...
Prepared as part of an investigation conducted by the Engineering Experiment Station, University of ...
The need to intervene in improving the structural stability of soils arises so as to bring about sta...
This study shows the results of the behavior of a sand-silt-clay soil collected in the city of hut /...
This report presents the results of a limited investigation of the use of lime as an auxiliary addi...
Soft marine and/or swampy soils are, generally, abundant in Malaysia and problematic in nature due ...
Soil stabilization is a common engineering technique used to improve the physical properties of weak...
For a long time, we are facing problems like failures of small and big structures. The biggest probl...
Soft soils are well-known for their weak strength, compressibility and are considered of having poo...
This paper is the report of a feasibility study of the combined use of hydrated lime and portland ce...
Lime products (quicklime, hydrated lime and quick or hydrated lime slurry) have been widely studied ...
The main objective of this research is to determine the optimum concentration of lime solution for s...
Like soils of other regions in the world, some tropical soils are also associated with problems of l...
This study involves the clay sample which is taken from Kampung Kedaik Asal, Rompin site and evaluat...
This study includes the effect of lime addition on the engineering properties of gypseous soil taken...
Atterberg limits tests were performed on mixtures of gumbotil soil and the various chief chemical co...
Prepared as part of an investigation conducted by the Engineering Experiment Station, University of ...
The need to intervene in improving the structural stability of soils arises so as to bring about sta...
This study shows the results of the behavior of a sand-silt-clay soil collected in the city of hut /...
This report presents the results of a limited investigation of the use of lime as an auxiliary addi...
Soft marine and/or swampy soils are, generally, abundant in Malaysia and problematic in nature due ...
Soil stabilization is a common engineering technique used to improve the physical properties of weak...
For a long time, we are facing problems like failures of small and big structures. The biggest probl...
Soft soils are well-known for their weak strength, compressibility and are considered of having poo...
This paper is the report of a feasibility study of the combined use of hydrated lime and portland ce...
Lime products (quicklime, hydrated lime and quick or hydrated lime slurry) have been widely studied ...
The main objective of this research is to determine the optimum concentration of lime solution for s...
Like soils of other regions in the world, some tropical soils are also associated with problems of l...
This study involves the clay sample which is taken from Kampung Kedaik Asal, Rompin site and evaluat...
This study includes the effect of lime addition on the engineering properties of gypseous soil taken...