A new static soil-probing apparatus developed for determination of the group effect in floating pile foundations

1970 ◽  
Vol 7 (4) ◽  
pp. 248-250
Author(s):  
A. M. Rukavtsov ◽  
L. V. Glinkina
Keyword(s):  
Pile Foundations ◽  
Group Effect ◽  
Floating Pile

Determination of the reliability of grillage-free pile foundations designed by the Tul'skgrazhdanproekt

1979 ◽  
Vol 16 (2) ◽  
pp. 77-80
Author(s):  
M. M. Panteleev ◽  
Yu. A. Gridchin ◽  
V. P. Abramov
Keyword(s):  
Pile Foundations

Dynamic response curves for vertically loaded floating pile foundations

1981 ◽  
Vol 18 (2) ◽  
pp. 300-312 ◽  
Author(s):  
Roger L. Kuhlemeyer
Keyword(s):  
Dynamic Response ◽  
Good Accuracy ◽  
Pile Foundations ◽  
Response Curves ◽  
Floating Pile

Response curves that can be easily used by designers are presented for vertically loaded floating piles. The good accuracy of the theory used was previously confirmed. A design example is presented that illustrates application of the curves.

Thermal performance of seasonally, thermally-activated floating pile foundations in a cohesive medium

2021 ◽  
Vol 243 ◽  
pp. 112588
Author(s):  
Teresa M. Bodas Freitas ◽  
Martina Zito ◽  
Peter J. Bourne-Webb ◽  
Donatella Sterpi
Keyword(s):  
Thermal Performance ◽  
Pile Foundations ◽  
Thermally Activated ◽  
Floating Pile

scholarly journals Improving the efficiency of pile foundations, organized in heaving soils

2015 ◽  
Vol 7 (6) ◽  
Author(s):  
Anton Dobrynin
Keyword(s):  
Comparative Analysis ◽  
Calculation Method ◽  
Clay Soil ◽  
Point Of View ◽  
Pile Foundations ◽  
Frost Heaving ◽  
Method Of Calculation ◽  
Saturated Clay ◽  
Water Saturated

The recommendations about calculation offered in this article extend on the ferroconcrete two-conical piles immersed by cave-in for the bases of buildings and constructions which design is developed by "Highways and Bridges" chair of the Perm national research polytechnical university. Two-conical piles are characterized by the increased resilience to action of forces of a frost heaving in comparison with traditionally applied prismatic piles at the expense of the return orientation of the top cone.The description of a method of calculation of the base in the form of a bush from two-conical piles is provided in frosty water-saturated clay soil from the point of view of its stability against action of forces of a frosty heaving. The comparative analysis of the obtained settlement data with experimental is carried out. The technique of determination of size of a frosty heaving of two-conical piles as a part of base bushes is developed and in number realized by forces of a frosty heaving when modeling soil as linearly -deformable space. The calculation method which basis the condition of equality of the works made by forces of a frosty heaving, and forces interfering a frosty heaving of not loaded pile bases from two-conical piles is is offered. The method allows to project with an accuracy sufficient for practical purposes the bases in water-saturated clay soil.

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