| dc.contributor.author | Li, Yonghua | |
| dc.contributor.author | Zhou, Qian | |
| dc.contributor.author | Zhao, Weijian | |
| dc.contributor.author | Li, Zhao | |
| dc.date.accessioned | 2026-08-20T11:32:57Z | |
| dc.date.available | 2026-08-20T11:32:57Z | |
| dc.date.copyright | 2025/11/19 | |
| dc.date.issued | 2026 | |
| dc.identifier.other | IJGNAI.GMENG-11368.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4312359 | |
| dc.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 ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Novel Method for Adjusting Pile–Soil Settlement in a Composite Foundation with End-Bearing Piles | |
| dc.type | Journal Article | |
| dc.journal.volume | 26 | |
| dc.journal.issue | 2 | |
| dc.journal.title | International Journal of Geomechanics | |
| dc.identifier.doi | 10.1061/IJGNAI.GMENG-11368 | |
| dc.journal.fristpage | 04025330-1 | |
| dc.journal.lastpage | 04025330-14 | |
| dc.page | 14 | |
| dc.tree | International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002 | |
| dc.contenttype | Fulltext | |
