Evaluation of Bearing Capacity of Driven Piles, Based on the Results of Solution of the Cylindrical Cavity Expansion Problem
- Авторлар: Dyba V.P.1, Skibin E.G.1
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Мекемелер:
- M. I. Platonov South-Russian State Polytechnic University
- Шығарылым: Том 53, № 6 (2017)
- Беттер: 381-384
- Бөлім: Soil Mechanics
- URL: https://journals.rcsi.science/0038-0741/article/view/244065
- DOI: https://doi.org/10.1007/s11204-017-9416-x
- ID: 244065
Дәйексөз келтіру
Аннотация
This paper describes an analytical method for evaluating the bearing capacity of piles, installed with no soil excavation. It describes a process of pile insertion into soil and a method of pile side bearing capacity evaluation, based on a solution of the cylindrical cavity expansion problem. Analysis of analytical and test data shows the validity and applicability of the proposed method.
Авторлар туралы
V. Dyba
M. I. Platonov South-Russian State Polytechnic University
Email: smfe@mail.ru
Ресей, Novocherkassk
E. Skibin
M. I. Platonov South-Russian State Polytechnic University
Email: smfe@mail.ru
Ресей, Novocherkassk
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