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Evaluation of undrained shear strength of Swedish fine-grained sulphide soils
Abstract In Swedish practice, there is a long tradition of evaluating undrained shear strength from fall-cone tests and field vane tests. During the last 20years cone penetration tests have also become widely used. However, the results from all these test methods have to be evaluated using empirical factors. The factors generally used for Swedish clays are related to liquid limit and overconsolidation, but they are not applicable to all types of fine-grained soils and can often be improved by local calibration for the particular type of soil in the area of current interest. For this calibration, the results of direct simple shear tests and/or triaxial tests in the laboratory are normally used. This paper presents an evaluation for Swedish fine-grained sulphide soils, for which a general correction factor of 0.65 for field vane tests and fall-cone tests, a cone factor N kt of 20.2 for cone penetration tests and a relation c u,DSS/(σ′cOCR −0.2) of 0.28 have been found. No correlations were found between these empirical factors and the clay content, liquid limit or organic content, but a relationship was found between the overconsolidation ratio and both the cone penetration test and the field vane test. The sulphide soils in question are found in northern Sweden along the coast of the Gulf of Bothnia. They are mostly classified as organic silt or organic clay, which is normally silty.
Highlights Empirical factors given to evaluate undrained shear strength of sulphide soils No correlation to liquid limit for the empirical factors for CPTs, FVTs and FCs Correlation to overconsolidation ratio for the empirical factors for CPTs and FVTs Hypothesis OCR-corr and effects of modes of deformation and effective stress paths Sulphide soils behave intermediate between a mineral (inorganic) and an organic soil.
Evaluation of undrained shear strength of Swedish fine-grained sulphide soils
Abstract In Swedish practice, there is a long tradition of evaluating undrained shear strength from fall-cone tests and field vane tests. During the last 20years cone penetration tests have also become widely used. However, the results from all these test methods have to be evaluated using empirical factors. The factors generally used for Swedish clays are related to liquid limit and overconsolidation, but they are not applicable to all types of fine-grained soils and can often be improved by local calibration for the particular type of soil in the area of current interest. For this calibration, the results of direct simple shear tests and/or triaxial tests in the laboratory are normally used. This paper presents an evaluation for Swedish fine-grained sulphide soils, for which a general correction factor of 0.65 for field vane tests and fall-cone tests, a cone factor N kt of 20.2 for cone penetration tests and a relation c u,DSS/(σ′cOCR −0.2) of 0.28 have been found. No correlations were found between these empirical factors and the clay content, liquid limit or organic content, but a relationship was found between the overconsolidation ratio and both the cone penetration test and the field vane test. The sulphide soils in question are found in northern Sweden along the coast of the Gulf of Bothnia. They are mostly classified as organic silt or organic clay, which is normally silty.
Highlights Empirical factors given to evaluate undrained shear strength of sulphide soils No correlation to liquid limit for the empirical factors for CPTs, FVTs and FCs Correlation to overconsolidation ratio for the empirical factors for CPTs and FVTs Hypothesis OCR-corr and effects of modes of deformation and effective stress paths Sulphide soils behave intermediate between a mineral (inorganic) and an organic soil.
Evaluation of undrained shear strength of Swedish fine-grained sulphide soils
Westerberg, Bo (author) / Müller, Rasmus (author) / Larsson, Stefan (author)
Engineering Geology ; 188 ; 77-87
2015-01-18
11 pages
Article (Journal)
Electronic Resource
English
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