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Evaluation of consolidation characteristics from Piezocone penetration test

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dc.contributor.advisor Ansary, Dr. Mehedi Ahmed
dc.contributor.author Salman Mazhar, Mohd
dc.date.accessioned 2023-11-07T05:25:33Z
dc.date.available 2023-11-07T05:25:33Z
dc.date.issued 2022-08-13
dc.identifier.uri http://lib.buet.ac.bd:8080/xmlui/handle/123456789/6489
dc.description.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 𝑞𝑐, sleeve friction 𝑓𝑠 and pore pressure (𝑢2 in this study). These basic CPTu parameters correlate to many geotechnical parameters relating to undrained shear strength (𝑠𝑢) 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 (𝑀), stress history (OCR), compression index (𝐶𝑐), and coefficient of consolidation (𝑐𝑣)) and 𝑠𝑢 of the cohesive deposits. Empirical correlations of the consolidation parameters and 𝑠𝑢 were also formulated through statistical analysis of the data. The newly proposed correlations indicate a reasonably high coefficient of determination (𝑅2). However, no CPTu correlations could be established based on the CPTu-derived pore pressure data. Similarly, CPTu-derived 𝑐𝑣 yielded no correlation with the laboratory-derived 𝑐𝑣. In the case of 𝑠𝑢, 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 𝑓𝑠 and laboratory-derived 𝑠𝑢 was observed, indicating that results from unconfined compression strength test (UCT) closely matches with 𝑓𝑠. 𝑓𝑠 based correlations to estimate consolidation parameters also resulted in good 𝑅2, indicating the precision and accuracy of the subtraction-type cones. Moreover, empirical cone factor (𝑁𝑘𝑡) was found to be between 14.7 to 17.2 for this study. Also, a hyperbolic trend was evident between 𝑞𝑐 and 𝐶𝑐. The highest correlations proposed in this study, accompanied with 𝑅2 and number of data points (𝑛) are as follows: 𝑀 = 3.61βˆ—𝜎𝑣0+607.67, 𝑅2 = 0.43 for 𝑛 = 14; 𝐶𝑐 = 0.02 βˆ— 𝑤% βˆ’ 0.31, 𝑅2 = 0.78, 𝑛 = 14; 𝑂𝐶𝑅 = 0.1412 βˆ— 𝑄𝑡𝑛, 𝑅2 = 0.85, for 𝑛 = 14; 𝑠𝑢 = 34.36 βˆ— 𝐹𝑟 , 𝑅2 = 0.84, for 𝑛 = 17. Other fair correlations obtained are as follows: 𝑂𝐶𝑅 = 0.0648βˆ—𝑄𝑡, for 𝑛 = 14, 𝑅2 = 0.69; 𝑂𝐶𝑅 = 1.1467 βˆ— 𝐹𝑅, for 𝑛 = 14, 𝑅2 = 0.73; 𝑂𝐶𝑅 = 0.0645 βˆ— (𝑞𝑡 βˆ’ 𝑢2)/𝜎β€² , for 𝑛 = 14, 𝑅2 = 0.67; 𝑂𝐶𝑅 = 0.0651 βˆ— (𝑞𝑡 βˆ’ 𝜎𝑣0 βˆ’ Ξ”𝑢)/𝜎β€² , for 𝑛 = 14, 𝑅2 = 0.66; 𝑂𝐶𝑅 = 0.1346 βˆ— (𝑞𝑡 + 𝑓𝑠)/𝜎𝑣0, for 𝑛 = 14, 𝑅2 = 0.74; 𝑂𝐶𝑅 = 1.1978 βˆ— ( 𝑓𝑠/𝜎β€² ) + 2.526, for 𝑛 = 14, 𝑅2 = 0.60; 𝑠𝑢 = 0.0680 βˆ— 𝑞𝑛𝑒𝑡, for 𝑛 = 17, 𝑅2 = 0.74; 𝑠𝑢 = 0.0641 βˆ— 𝑞𝑡, for 𝑛 = 17, 𝑅2 = 0.75; 𝑠𝑢 = 1.44 βˆ— 𝑓𝑠, for 𝑛 = 17, 𝑅2 = 0.82; 𝑠𝑢 = 0.0752 βˆ— (𝑞𝑡 βˆ’ 𝑢2), for 𝑛 = 17, 𝑅2 = 0.71; 𝑠𝑢 = 0.0650 βˆ— (𝑞𝑡 + 𝑓𝑠 βˆ’ 𝜎𝑣0), for 𝑛 = 17, 𝑅2 = 0.75; and 𝑠𝑢 = 0.0582 βˆ— (𝑞𝑡 + 𝑓𝑠 + 𝜎𝑣0), for 𝑛 = 17, 𝑅2 = 0.77. en_US
dc.language.iso en en_US
dc.publisher Department of Civil Engineering(CE), BUET en_US
dc.subject Soil penetration test -- Bangladesh en_US
dc.title Evaluation of consolidation characteristics from Piezocone penetration test en_US
dc.type Thesis-MSc en_US
dc.contributor.id 1017042205 en_US
dc.identifier.accessionNumber 119242
dc.contributor.callno 624.15136095492/SAL/2022 en_US
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