Author: Feng Zhongjv,Xie Yongli,Shangguan Xing
Language: Chinese
ISBN/ISSN: 7114055382
Published on: 2005-01
Hardcover
Major diameter drilling inherent stress concrete hollow pile is a new deep foundation form put forward for the first time by experts of our country during the early 90’s in the 20th century .It integrates the strongpoint of drilling pile with the advantages of inherent stress, bringing new vitality to the area of bridge pier foundation and holding vast economic benefits and social benefits .Based on the brief introduction of major diameter drilling inherent stress concrete hollow pile engineering process and mode test ,the book reveals the inherent mechanism of the impact made by mud-jacking at pile tip and pile-side backfill upon major diameter drilling inherent stress hollow pile bearing capacity .Making use of numerical simulation ,the book studies the influence of various parameters to the pile bearing capacity characters systematically .The book establishes computational formula of eccentric compression and bearing capacity of major diameter drilling inherent stress concrete hollow pile .The book brings forward the complete computational methods of major diameter drilling inherent stress concrete hollow pile design .Finally ,combined with entity construction applications ,the book lists the typical instances and graphic symbol collection of major diameter drilling inherent stress concrete hollow pile applied in different bridge constructions.
Language: Chinese
ISBN/ISSN: 7114055382
Published on: 2005-01
Hardcover
Major diameter drilling inherent stress concrete hollow pile is a new deep foundation form put forward for the first time by experts of our country during the early 90’s in the 20th century .It integrates the strongpoint of drilling pile with the advantages of inherent stress, bringing new vitality to the area of bridge pier foundation and holding vast economic benefits and social benefits .Based on the brief introduction of major diameter drilling inherent stress concrete hollow pile engineering process and mode test ,the book reveals the inherent mechanism of the impact made by mud-jacking at pile tip and pile-side backfill upon major diameter drilling inherent stress hollow pile bearing capacity .Making use of numerical simulation ,the book studies the influence of various parameters to the pile bearing capacity characters systematically .The book establishes computational formula of eccentric compression and bearing capacity of major diameter drilling inherent stress concrete hollow pile .The book brings forward the complete computational methods of major diameter drilling inherent stress concrete hollow pile design .Finally ,combined with entity construction applications ,the book lists the typical instances and graphic symbol collection of major diameter drilling inherent stress concrete hollow pile applied in different bridge constructions.
The book may serve as a reference for design ,construction and management personnel in the specialist areas of highway engineering and bridge engineering to conduct scientific research ,teaching,and foundation engineering.
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