正文
《结构与土木工程前沿(英文)》 >> 2009年 第3卷 第2期 doi: 10.1007/s11709-009-0019-0
Experimental study on pile-end post-grouting piles for super-large bridge pile foundations
Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education, Southeast University, Nanjing 210096, China
摘要
关键词
self-balanced testing technique ; pile-end post-grouting ; bearing capacity ; grouting technology
正文