Download scientific diagram | compaction test results for soil samples s1, s2 and s3. from publication: data based model development on swelling characteristics of expansive earth material from. These curves suggest that variation in compression characteristic is considerably high in case of soil sample s1 if compared with soil samples s2 and s3. download : download high res image (226kb) download : download full size image; fig. 5. compaction test results for soil samples s1, s2 and s3.
However, from the analysis of the soil–water content interaction (table 5), it follows that the behavior depicted in fig. 4 b corresponded to the soils with the lowest plastic limits, s3, s5 and s2, whereas for the other two with the highest plastic limits, s1 and s4, strain increased with increasing water content upon compaction. Three different types of soil samples having different geotechnical characteristics, designated as sample 1 (s1), sample 2 (s2), and sample 3 (s3) were collected from different locations along m11 motorway which is from lahore to sialkot having length of 103 km, pakistan. grain size analysis was carried out, and the results are presented in fig. 1. Download scientific diagram | properties of soft soil obtained from samples s1, s2, s3 and s4 from publication: site investigation and performance of radial deep consolidation grouting in soft. Download scientific diagram | parameters of soft soil from oedometer tests samples s1, s2, s3 and s4 from publication: site investigation and performance of radial deep consolidation grouting in.
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