Effect of modified geotextile reinforcement on improvement of anchor uplift capacity: an experimental study (Record no. 20560)
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| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20240105100953.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240105b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 22725 |
| Author | Buragadda, Venkatesh |
| 245 ## - TITLE STATEMENT | |
| Title | Effect of modified geotextile reinforcement on improvement of anchor uplift capacity: an experimental study |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.53(6), Dec |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | USA |
| Name of publisher, distributor, etc. | Springer |
| Year | 2023 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 1441-1453p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | A novel approach is followed in the present research by creating a series of openings through punching the geotextile to act as a geogrid reinforcement. The geotextile reinforcement with openings is termed grid–geotextile. Due to the openings present in the grid–geotextile, both the interface frictional mechanism and passive resistance mechanism act simultaneously during testing. The model tests were performed using polypropylene geotextile reinforcement (GTX) and grid–geotextile reinforcement consisting of varying sizes of aperture (A) and rib (R): A10R15, A20R15, A30R15, A10R25, and A10R35. Regardless of the reinforcement type, a single reinforcement material was used that was placed immediately above the anchor plate. A series of 1g pullout laboratory model tests were performed using a circular plate anchor of 100 mm size (D) in the sand bed, having a relative density (Rd) of 70%. The results revealed that the reinforcement of A10R15 with 2D size (Bg) improves the anchor uplift capacity similar to that achieved with the reinforcement of GTX having size (Bg) of 5D. Furthermore, the grid–geotextile reinforcement of A10R15 shows greater improvement compared to other reinforcements. The current research also demonstrates the effect of various reinforcement geometrical parameters on anchors’ uplift capacity. Moreover, the tests were also performed by varying the configuration of the apertures of triaxial geogrid of TGG1 and TGG2 and compared to those of A10R15 while maintaining the same reinforcement geometrical parameters. Finally, the improvement of anchor pullout capacity was found to be higher with the reinforcement of TGG2. Overall, this research demonstrated the vital role played by the configuration of the reinforcement apertures (i.e., the presence of apertures within the rib of reinforcements) in improving anchor uplift capacity. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4690 |
| Topical term or geographic name entry element | Construction Engineering and Management (CEM) |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 22726 |
| Co-Author | Orekanti, E. R. |
| 773 0# - HOST ITEM ENTRY | |
| Place, publisher, and date of publication | Switzerland Springer |
| Title | Indian geotechnical journal |
| International Standard Serial Number | 0971-9555 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://link.springer.com/article/10.1007/s40098-023-00764-x |
| 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 | 05/01/2024 | 2024-0036 | 05/01/2024 | 05/01/2024 | Articles Abstract Database |