| contributor author | Maycon André de Almeida | |
| contributor author | Miriam Gonçalves Miguel | |
| contributor author | Sidnei Helder Cardoso Teixeira | |
| date accessioned | 2017-05-08T21:47:01Z | |
| date available | 2017-05-08T21:47:01Z | |
| date copyright | January 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000427.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62192 | |
| description abstract | The behavior of pile foundations subjected to horizontal loading is typically evaluated using horizontal load tests. Although load tests are valuable to understand site-specific soil-structure interaction phenomena, validated predictive methods are also useful during the design phase. In this study, the results from horizontal load tests are compared with methods which predict the horizontal bearing capacity of piles using in situ measurements of soil behavior. Specifically, several horizontal load tests were performed in order to evaluate the behavior of two 12-m long Strauss piles and four bored piles with similar length, all installed in a lateritic soil profile. Two prediction methods were evaluated using | |
| publisher | American Society of Civil Engineers | |
| title | Horizontal Bearing Capacity of Piles in a Lateritic Soil | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000410 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 001 | |
| contenttype | Fulltext | |
