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http://localhost:8081/xmlui/handle/123456789/8131| Title: | EFFECT OF SHAPE ON BEARING CAPACITY OF MODEL FOOTINGS IN SAND |
| Authors: | Ghumman, Manjit Singh |
| Keywords: | CIVIL ENGINEERING;BEARING CAPACITY;MODEL FOOTINGS;SAND |
| Issue Date: | 1966 |
| Abstract: | Synopsis series of model footings on dense sand have been subjected to vertical static loads. Observations were made of load displacement characteristics and ultimate bearing capacity. Failure patterns that here observed on the surface of sand are presented and examined. The results of 43 tests are correlated for square, circular and rectangular footings. Observed values of bearing Capacity have been compared with the values calculated on the basis of Terzaghi's equations and Meyerhof,'s modified analysis.. |
| URI: | http://hdl.handle.net/123456789/8131 |
| Other Identifiers: | M.Tech |
| Research Supervisor/ Guide: | Prakash, Shamsher |
| metadata.dc.type: | M.Tech Dessertation |
| Appears in Collections: | MASTERS' THESES (Civil Engg) |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CED64033.pdf | 7.66 MB | Adobe PDF | View/Open |
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