Content
Frontiers of Structural and Civil Engineering >> 2009, Volume 3, Issue 2 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
Abstract
Keywords
self-balanced testing technique ; pile-end post-grouting ; bearing capacity ; grouting technology
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