[引用][C] Performance of groups of cast-in place piles subject to horizontal loading
EA Sorochan, VI Bykov - Soil Mechanics and Foundation Engineering, 1976 - Springer
EA Sorochan, VI Bykov
Soil Mechanics and Foundation Engineering, 1976•SpringerFig. 2. Curves showing dependence of horizontal displacement of pile groups due to
horizontal, and the combined action of vertical and horizontal loads, i) Group of four piles
with low-profile cap, Pv= Pdes; 2) with high-profile cap, Pv= Pdes; 3) with low-profile cap,
Pv= 0; 4) with high-profile cap, Pv= 0. The vertical deformations of the cap due to the action
of the vertical and horizontal loads were measured by clock-type indicators. Horizontal
displacements were recorded by Maksimov defleotometers, mounted at the level of force …
horizontal, and the combined action of vertical and horizontal loads, i) Group of four piles
with low-profile cap, Pv= Pdes; 2) with high-profile cap, Pv= Pdes; 3) with low-profile cap,
Pv= 0; 4) with high-profile cap, Pv= 0. The vertical deformations of the cap due to the action
of the vertical and horizontal loads were measured by clock-type indicators. Horizontal
displacements were recorded by Maksimov defleotometers, mounted at the level of force …
Fig. 2. Curves showing dependence of horizontal displacement of pile groups due to horizontal, and the combined action of vertical and horizontal loads, i) Group of four piles with low-profile cap, Pv= Pdes; 2) with high-profile cap, Pv= Pdes; 3) with low-profile cap, Pv= 0; 4) with high-profile cap, Pv= 0.
The vertical deformations of the cap due to the action of the vertical and horizontal loads were measured by clock-type indicators. Horizontal displacements were recorded by Maksimov defleotometers, mounted at the level of force application. Schematic diagrams of the testing and instrumentation are presented in Fig. i.
Springer
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