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Bearing capacity of piles in subsident loess soils
Test results on piles under statical load in loess soil with up to 7 m subsident laqer thickness are presented, and some recommendations are given for determining their bearing capacity; it has been established that piles, especially when driven all way through subsident layer, have adequate bearing capacity and are suitable for large-scale construction work; most economical are pipe piles with soil core, whose specific bearing capacity exceeds that of solid piles.
Bearing capacity of piles in subsident loess soils
Test results on piles under statical load in loess soil with up to 7 m subsident laqer thickness are presented, and some recommendations are given for determining their bearing capacity; it has been established that piles, especially when driven all way through subsident layer, have adequate bearing capacity and are suitable for large-scale construction work; most economical are pipe piles with soil core, whose specific bearing capacity exceeds that of solid piles.
Bearing capacity of piles in subsident loess soils
Asian Regional Conference
Finaev, I.V. (author)
Proceedings of the 3rd Asian Regional Conference on Soil Mechanics and Foundation Engineering ; 1967
1967
4 pages
Conference paper
English
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