The reported results in the literature indicate that there is a discrepancy regarding seawater effect on the consistency limits and compressibility properties of clayey soils having relatively low and high plasticity. To clarify this discrepancy, consistency limits including liquid, plastic and shrinkage limits, sediment volume and compressibility characteristics of ten soils were tested using distilled water and natural seawater from the Aegean Sea. The results indicate that the effect of seawater is negligible on the tested consistency limits and compressibility characteristics of soils when they have liquid limits up to 110%. The seawater effect is most noticed on the consistency limits and compressibility of Na-bentonites. The results o...
This paper critically appraises the limitations of the liquid-limit water content of clayey soils de...
Experimental evidence is produced to show that it is reasonable to assign a unique strength to all s...
This paper critically appraises the limitations of the liquid-limit water content of clayey soils de...
The reported results in the literature indicate that there is a discrepancy regarding seawater effec...
Clayey materials are widely used as a landfills liners and landfill covers due to its low permeabili...
The objective of this study is to investigate the possibility of using seawater on a clay type of so...
This paper presents the results of an experimental investigation performed to quantify the effect of...
Nowadays waste is increasing day by day as a result of human activity and its disposal becomes a maj...
AbstractThis paper presents the results of an experimental investigation performed to quantify the e...
Correlating engineering properties with index properties has assumed greater significance in the rec...
In this project work, we observed how the fine-grained soil properties affect by saline water. In th...
This paper reports experimental results relative to the influence of pore fluid composition on liqui...
International audienceThe framework of the intrinsic compression behaviour of normally consolidated ...
The paper examines the role of physico-chemical factors in the consistency limits and compressibilit...
Clayey materials are often used as liner material in landfills. In some cases, natural soils contain...
This paper critically appraises the limitations of the liquid-limit water content of clayey soils de...
Experimental evidence is produced to show that it is reasonable to assign a unique strength to all s...
This paper critically appraises the limitations of the liquid-limit water content of clayey soils de...
The reported results in the literature indicate that there is a discrepancy regarding seawater effec...
Clayey materials are widely used as a landfills liners and landfill covers due to its low permeabili...
The objective of this study is to investigate the possibility of using seawater on a clay type of so...
This paper presents the results of an experimental investigation performed to quantify the effect of...
Nowadays waste is increasing day by day as a result of human activity and its disposal becomes a maj...
AbstractThis paper presents the results of an experimental investigation performed to quantify the e...
Correlating engineering properties with index properties has assumed greater significance in the rec...
In this project work, we observed how the fine-grained soil properties affect by saline water. In th...
This paper reports experimental results relative to the influence of pore fluid composition on liqui...
International audienceThe framework of the intrinsic compression behaviour of normally consolidated ...
The paper examines the role of physico-chemical factors in the consistency limits and compressibilit...
Clayey materials are often used as liner material in landfills. In some cases, natural soils contain...
This paper critically appraises the limitations of the liquid-limit water content of clayey soils de...
Experimental evidence is produced to show that it is reasonable to assign a unique strength to all s...
This paper critically appraises the limitations of the liquid-limit water content of clayey soils de...