An initiative to correlate the SPT and CPT data for an alluvial deposit of Dhaka city
The Standard Penetration Test (SPT) is the most common in-situ tests for soil investigations. On the other hand, the Cone Penetration Test (CPT) is considered one of the best investigation tools. Many CPT-SPT correlation relationships have been proposed worldwide to estimate soil parameter from the...
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Published in: | International journal of geo-engineering Vol. 13; no. 1; pp. 1 - 13 |
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Main Authors: | , |
Format: | Journal Article |
Language: | English |
Published: |
Singapore
Springer Singapore
01-12-2022
Springer Nature B.V SpringerOpen |
Subjects: | |
Online Access: | Get full text |
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Summary: | The Standard Penetration Test (SPT) is the most common in-situ tests for soil investigations. On the other hand, the Cone Penetration Test (CPT) is considered one of the best investigation tools. Many CPT-SPT correlation relationships have been proposed worldwide to estimate soil parameter from the other's available data. However, unfortunately, no available SPT-CPT correlations are established for the alluvial soil of Dhaka city. This paper aims at presenting correlations among the SPT-N value, cone tip resistance (
q
c
), sleeve friction resistance (
f
s
), soil behavior index (
I
c
) and mean particle size (
D
50
) for an alluvial soil deposit of Dhaka city. It is found that for the relationship between equivalent SPT N
60
-value and SPT N
60
-value the coarser soil layers As
1
and As
2
show the coefficient of correlation (R
2
) is 0.7106 and 0.534 respectively, which indicate a reliable relationship. In addition, the correlation between cone tip resistance (
q
c
) and SPT N
60
-value shows very strong relationship which is very similar to proposed Meyerhof correlation. Furthermore, the relations between other mentioned parametres also shows a valid correlations similar to other authors. |
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ISSN: | 2092-9196 2198-2783 |
DOI: | 10.1186/s40703-021-00170-3 |