Advantages of using a seismic piezocone penetration test for analysis of a single screw in situ displacement pile in silty soils (Record no. 23538)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02013 a2200217 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20251028144224.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 251028b |||||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Author | Leetsaar, Lehar |
| 9 (RLIN) | 27385 |
| 245 ## - TITLE STATEMENT | |
| Title | Advantages of using a seismic piezocone penetration test for analysis of a single screw in situ displacement pile in silty soils |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.55(2), Apr |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Mumbai |
| Name of publisher, distributor, etc. | Springer |
| Year | 2025 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 802-815p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | The determination of pile bearing capacity using the load–settlement relationship has been widely recognised as an effective means of directly determining the bearing capacity of a pile through in situ tests. Among the various techniques available for such investigations, the seismic cone penetration test (SCPTu) stands out as one of the most reliable. One key advantage of this test is its ability to measure the shear wave velocity (Vs) during the sounding process. In this study, the range of Vs values was examined specifically in silty soils. The data for this study were obtained from six SCPTu soundings and load tests conducted on seven screw in situ displacement piles. In addition to the four known correlations between the cone penetration test (CPTu) and Vs, three new correlations were developed, showing promising results for most of the soil layers examined. Moreover, a correlation between the normalised operative shear stiffness and the normalised pseudo-strain was established based on back-calculations using the results of static pile load tests. The findings of this study highlight the complexity of the correlation between CPTu readings and Vs in silty soils, emphasising the need for further research in this area. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Civil Engineering |
| 9 (RLIN) | 4621 |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Co-Author | Korkiala-Tanttu, Leena |
| 9 (RLIN) | 27386 |
| 773 0# - HOST ITEM ENTRY | |
| International Standard Serial Number | 0971-9555 |
| Title | Indian geotechnical journal |
| Place, publisher, and date of publication | Switzerland Springer |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://link.springer.com/article/10.1007/s40098-024-00942-5 |
| Link text | Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Articles Abstract Database |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Total Checkouts | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 28/10/2025 | 2025-1575 | 28/10/2025 | 28/10/2025 | Articles Abstract Database |