| contributor author | Li, Yonghua | |
| contributor author | Zhou, Qian | |
| contributor author | Zhao, Weijian | |
| contributor author | Li, Zhao | |
| date accessioned | 2026-08-20T11:32:57Z | |
| date available | 2026-08-20T11:32:57Z | |
| date copyright | 2025/11/19 | |
| date issued | 2026 | |
| identifier other | IJGNAI.GMENG-11368.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4312359 | |
| description abstract | Abstract In the southern karst areas of China, the overlying soil layer is generally silty
clay and fully (strongly) weathered rock, with a thickness of about 10–15 m. The characteristic
value of the bearing capacity of the overlying soil layer is about ... | |
| publisher | American Society of Civil Engineers | |
| title | Novel Method for Adjusting Pile–Soil Settlement in a Composite Foundation with End-Bearing Piles | |
| type | Journal Article | |
| journal volume | 26 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/IJGNAI.GMENG-11368 | |
| journal fristpage | 04025330-1 | |
| journal lastpage | 04025330-14 | |
| page | 14 | |
| tree | International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002 | |
| contenttype | Fulltext | |
