Rational use of material anchor piles of thin retaining walls

• Main Authors: Yushkov Boris Semenovich, Tretyakova Olga Viktorovna
• Format: Article
• Language: Russian
• Published: «Publishing company «World of science», LLC 2015-06-01
• Series: Transportnye Sooruženiâ
• Subjects: sheet pile walls; anchor piles; ground anchors; filling; frost heave; soil pressure; the stress-strain state; pulling; stability
• Online Access: https://t-s.today/PDF/01TS215.pdf

The urgency of the application in the construction of retaining structures reinforced concrete anchor piles. The urgency associated with the possibility of a hard device node interface elements and more durable pile constructions in the ground. The features of inclined anchor piles of work as part of a sheet retaining walls. A study of stress-strain state of the inclined concrete piles anchoring thin sheet piling with concrete face member T-sections, combined with piles longitudinal beam. A constructive scheme of retaining structure, lists the applied loads. Determined efforts to anchor piles. On the bending moment diagram shows the character of the distribution of forces at the pile. A form of the pile, ensure the rational distribution of material along the length of the pile. The criteria adopted constructive solutions pile force distribution along the length and filling effect on its operation in the ground. The substantiation of the proposed design of the pile in terms of its stress-strain state and the rational use of material. The conclusions of the feasibility of adopting design solutions associated with increased flexural strength of the pile, increasing the bearing capacity of pull-out, increasing sustainability, efficient use of backfill exception of «idle» areas of the pile.