圆形浅基础地基极限承载力理论公式的改进
胡志平
圆形浅基础地基极限承载力理论公式的改进
Revised theoretical solution for ultimate bearing capacity of shallow circular foundation
| {{custom_ref.label}} |
{{custom_citation.content}}
{{custom_citation.annotation}}
|
/
| 〈 |
|
〉 |