Evaluation of consolidation characteristics from Piezocone penetration test

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2022-08-13

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Department of Civil Engineering(CE), BUET

Abstract

Piezocone penetration test (CPTu), as an in situ test, is ubiquitously utilized for generating a continuous profile of geotechnical parameters and soil profile. The near-continuous measurements with depth are generated using data obtained from cone tip stress ๐‘ž๐‘, sleeve friction ๐‘“๐‘  and pore pressure (๐‘ข2 in this study). These basic CPTu parameters correlate to many geotechnical parameters relating to undrained shear strength (๐‘ ๐‘ข) and consolidation properties of cohesive deposits. A review of the literature reveals an absence of an experimental research program that quanitfies the consolidation parameters from CPTu in the context of Bangladesh. Using data collected from nineteen (19) points in Dhaka, Bangladesh, this study evaluates several CPTu interpretation methods and quantifies its estimation capability to determine consolidation parameters (constrained modulus (๐‘€), stress history (OCR), compression index (๐ถ๐‘), and coefficient of consolidation (๐‘๐‘ฃ)) and ๐‘ ๐‘ข of the cohesive deposits. Empirical correlations of the consolidation parameters and ๐‘ ๐‘ข were also formulated through statistical analysis of the data. The newly proposed correlations indicate a reasonably high coefficient of determination (๐‘…2). However, no CPTu correlations could be established based on the CPTu-derived pore pressure data. Similarly, CPTu-derived ๐‘๐‘ฃ yielded no correlation with the laboratory-derived ๐‘๐‘ฃ. In the case of ๐‘ ๐‘ข, normalized pore pressure (in terms of effective unit weight) resulted in a slightly better correlation than just using excess pore pressure data. But a better relationship between ๐‘“๐‘  and laboratory-derived ๐‘ ๐‘ข was observed, indicating that results from unconfined compression strength test (UCT) closely matches with ๐‘“๐‘ . ๐‘“๐‘  based correlations to estimate consolidation parameters also resulted in good ๐‘…2, indicating the precision and accuracy of the subtraction-type cones. Moreover, empirical cone factor (๐‘๐‘˜๐‘ก) was found to be between 14.7 to 17.2 for this study. Also, a hyperbolic trend was evident between ๐‘ž๐‘ and ๐ถ๐‘. The highest correlations proposed in this study, accompanied with ๐‘…2 and number of data points (๐‘›) are as follows: ๐‘€ = 3.61โˆ—๐œŽ๐‘ฃ0+607.67, ๐‘…2 = 0.43 for ๐‘› = 14; ๐ถ๐‘ = 0.02 โˆ— ๐‘ค% โˆ’ 0.31, ๐‘…2 = 0.78, ๐‘› = 14; ๐‘‚๐ถ๐‘… = 0.1412 โˆ— ๐‘„๐‘ก๐‘›, ๐‘…2 = 0.85, for ๐‘› = 14; ๐‘ ๐‘ข = 34.36 โˆ— ๐น๐‘Ÿ , ๐‘…2 = 0.84, for ๐‘› = 17. Other fair correlations obtained are as follows: ๐‘‚๐ถ๐‘… = 0.0648โˆ—๐‘„๐‘ก, for ๐‘› = 14, ๐‘…2 = 0.69; ๐‘‚๐ถ๐‘… = 1.1467 โˆ— ๐น๐‘…, for ๐‘› = 14, ๐‘…2 = 0.73; ๐‘‚๐ถ๐‘… = 0.0645 โˆ— (๐‘ž๐‘ก โˆ’ ๐‘ข2)/๐œŽโ€ฒ , for ๐‘› = 14, ๐‘…2 = 0.67; ๐‘‚๐ถ๐‘… = 0.0651 โˆ— (๐‘ž๐‘ก โˆ’ ๐œŽ๐‘ฃ0 โˆ’ ฮ”๐‘ข)/๐œŽโ€ฒ , for ๐‘› = 14, ๐‘…2 = 0.66; ๐‘‚๐ถ๐‘… = 0.1346 โˆ— (๐‘ž๐‘ก + ๐‘“๐‘ )/๐œŽ๐‘ฃ0, for ๐‘› = 14, ๐‘…2 = 0.74; ๐‘‚๐ถ๐‘… = 1.1978 โˆ— ( ๐‘“๐‘ /๐œŽโ€ฒ ) + 2.526, for ๐‘› = 14, ๐‘…2 = 0.60; ๐‘ ๐‘ข = 0.0680 โˆ— ๐‘ž๐‘›๐‘’๐‘ก, for ๐‘› = 17, ๐‘…2 = 0.74; ๐‘ ๐‘ข = 0.0641 โˆ— ๐‘ž๐‘ก, for ๐‘› = 17, ๐‘…2 = 0.75; ๐‘ ๐‘ข = 1.44 โˆ— ๐‘“๐‘ , for ๐‘› = 17, ๐‘…2 = 0.82; ๐‘ ๐‘ข = 0.0752 โˆ— (๐‘ž๐‘ก โˆ’ ๐‘ข2), for ๐‘› = 17, ๐‘…2 = 0.71; ๐‘ ๐‘ข = 0.0650 โˆ— (๐‘ž๐‘ก + ๐‘“๐‘  โˆ’ ๐œŽ๐‘ฃ0), for ๐‘› = 17, ๐‘…2 = 0.75; and ๐‘ ๐‘ข = 0.0582 โˆ— (๐‘ž๐‘ก + ๐‘“๐‘  + ๐œŽ๐‘ฃ0), for ๐‘› = 17, ๐‘…2 = 0.77.

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oil penetration test -- Bangladesh

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