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Determination of lateral load carrying capacity of pile groups in field
Tests were performed on structural single piles and pile groups under field conditions at two sites, soils of sites were sand, and clay, respectively; lateral load was applied by means of hydraulic jack inserted in horizontal position between two single piles and two symmetrical groups of 2, 4, and 8 piles; displacements were measured at both ground and load level for each increase of load; from load-displacement curves of single piles, similar characteristics of pile groups were predicted, considering group effect and arrangement of their heads; predicted curves of groups were compared with observed curves of respective groups.
Determination of lateral load carrying capacity of pile groups in field
Tests were performed on structural single piles and pile groups under field conditions at two sites, soils of sites were sand, and clay, respectively; lateral load was applied by means of hydraulic jack inserted in horizontal position between two single piles and two symmetrical groups of 2, 4, and 8 piles; displacements were measured at both ground and load level for each increase of load; from load-displacement curves of single piles, similar characteristics of pile groups were predicted, considering group effect and arrangement of their heads; predicted curves of groups were compared with observed curves of respective groups.
Determination of lateral load carrying capacity of pile groups in field
Instn Engrs (India) -- J
Agarwal, S.L. (author) / Prakash, S. (author)
1967
24 pages
Article (Journal)
English
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