| contributor author | Lianyang Zhang | |
| contributor author | Herbert H. Einstein | |
| date accessioned | 2017-05-08T21:26:26Z | |
| date available | 2017-05-08T21:26:26Z | |
| date copyright | July 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%291090-0241%281998%29124%3A7%28574%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51557 | |
| description abstract | In this paper a new empirical relation between the unconfined compressive strength of intact rock and the end bearing capacity of drilled shafts in rock is developed. In addition, an analytical relation between rock mass strength and end bearing capacity is developed to explicitly consider the effect of discontinuities. Specifically, a database of 39 load tests is used in this paper to derive the new relation between end bearing capacity and unconfined compressive strength of intact rock. The derived relation indicates that the end bearing capacity factor, | |
| publisher | American Society of Civil Engineers | |
| title | End Bearing Capacity of Drilled Shafts in Rock | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 7 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1998)124:7(574) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 007 | |
| contenttype | Fulltext | |
