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- W2382959893 abstract "Under the conditions of similar engineering geology and same pile diameter in the same area,the length of pressure grouting pile is 1/3 shorter than that of common grouting pile,the bearing capacity of the former is 1/3 higher than that of the latter and the sinking value of the former is 1/3 less than that of the latter.And the former one can also decrease the cost of engineering.Therefore,it is worth popularizing." @default.
- W2382959893 created "2016-06-24" @default.
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- W2382959893 date "2011-01-01" @default.
- W2382959893 modified "2023-09-24" @default.
- W2382959893 title "THE COMPARISON BETWEEN LOAD EXPERIMENT OF PRESSURE AND COMMON GROUTING PILE" @default.
- W2382959893 hasPublicationYear "2011" @default.
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