Suitability of the Typology of Shallow Foundations on Hill-Slopes (Record no. 11403)
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| 000 -LEADER | |
|---|---|
| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20250408123034.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 200225b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 12468 |
| Author | Acharyya, Rana |
| 245 ## - TITLE STATEMENT | |
| Title | Suitability of the Typology of Shallow Foundations on Hill-Slopes |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.49(6), Dec |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | New York |
| Name of publisher, distributor, etc. | Springer |
| Year | 2019 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 635-649p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Several theories and methodologies are proposed over the years to assess the ultimate bearing capacity of isolated or interfering shallow footings resting on horizontal or sloping grounds. Progressive urbanization on the hill-slopes presents the problem of multiple footings of various typologies coexisting on the crest or slope face, leading to a complex failure and interaction mechanism. It is essential to delineate the suitability of various typologies of shallow footing located on the slope crest and their influence on the overall slope stability and bearing capacity. This paper highlights the interaction mechanism of such coexisting footings, as well as the applicability of interconnected footings on the hill-slopes to attain higher bearing capacity. The influence of multiple footings of identical or different typologies on the slope stability and ultimate bearing capacity was investigated. It is observed that interconnecting the isolated footings located near the slope face to those located away from the slope face provides a tieback mechanism and is beneficial in reducing the bearing stresses as well as increasing the resistance to the outward deformation of slope face. Based on the outcomes, it is recommended to adopt specific interconnected foundations on hill-slopes to ensure higher safety and sustainability. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4690 |
| Topical term or geographic name entry element | Construction Engineering and Management (ME-CE) |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 8180 |
| Co-Author | Dey, Arindam |
| 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/s40098-019-00360-y |
| 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 | 25/02/2020 | 2021077 | 25/02/2020 | 25/02/2020 | Articles Abstract Database |