A HYDRAULIC PRESSURE MODEL ON LIMITING BEARING CAPACITY OF SINGLE PILE BY POST GROUTING[J]. MECHANICS IN ENGINEERING, 2008, 30(5): 79-81. DOI: 10.6052/1000-0879-2008-095
Citation:
A HYDRAULIC PRESSURE MODEL ON LIMITING BEARING CAPACITY OF SINGLE PILE BY POST GROUTING[J]. MECHANICS IN ENGINEERING, 2008, 30(5): 79-81. DOI: 10.6052/1000-0879-2008-095
A HYDRAULIC PRESSURE MODEL ON LIMITING BEARING CAPACITY OF SINGLE PILE BY POST GROUTING[J]. MECHANICS IN ENGINEERING, 2008, 30(5): 79-81. DOI: 10.6052/1000-0879-2008-095
Citation:
A HYDRAULIC PRESSURE MODEL ON LIMITING BEARING CAPACITY OF SINGLE PILE BY POST GROUTING[J]. MECHANICS IN ENGINEERING, 2008, 30(5): 79-81. DOI: 10.6052/1000-0879-2008-095
A HYDRAULIC PRESSURE MODEL ON LIMITING BEARING CAPACITY OF SINGLE PILE BY POST GROUTING
Based on hydraulic pressure theory,and combined with thepost-grouting technique of hole pour piles, a calculation model on limitingbearing capacity of single pile is built and the calculation formula ispresented. Compared with the experiment data, it's proved that the model andformula can be used for practice .
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