CHANGES IN STRESS-STRAINED SOIL MASS RESULTING FROM THE INSTALLATION OF BORED CAST-IN-SITU PILES AND BARRETTES

Author:

SHULYATYEV O. A.1,DZAGOV A. M.1,MINAKOV D. K.1

Affiliation:

1. Research Institute of Bases and Underground Structures (NIIOSP) named after N.M. Gersevanov, JSC Research Center of Construction

Publisher

Joint Stock Company Research Center of Construction

Subject

General Engineering

Reference16 articles.

1. Shulyatyev O.A. Foundations and foundations of high-rise buildings. Moscow: ASB Publ.; 2020 (in Russian).

2. Dzagov A.M., Sidorchuk V.F. On the stressed state of the foundation during the construction and loading of a bored pile in clay soils. Osnovaniya, fundamenty i mekhanika gruntov = Soil Mechanics and Foundation Engeneering. 2002;(3):10–15 (in Russian).

3. Mamonov V.M., Ermoshkin P.M. Investigation of the conditions for the formation of the bearing capacity and strength of the trunks of bored piles Osnovaniya, fundamenty i mekhanika gruntov = Soil Mechanics and Foundation Engeneering. 1982;(1):10–14 (in Russian).

4. Mamonov V.M., Dzagov A.M., Ermoshkin P.M. Bearing capacity of bored piles made of concrete of various composition. Osnovaniya, fundamenty i mekhanika gruntov = Soil Mechanics and Foundation Engeneering. 1989;(1):11–14 (in Russian).

5. Lings M.L., Ng C.W.W., Nash D.F.T. The Lateral Pressure of Wet Concrete in Diaphragm Wall Panels Cast under Bentonite. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering. 1994;107(3):163–172. https://doi.org/10.1680/igeng.1994.26469

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Graph-Analytical Method for Calculating Settlement of a Single Pile Taking into Account Soil Slippage;Applied Sciences;2024-09-09

2. Influence of excavation depth on the interaction between barrette and subgrade soil (Moscow);Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture;2023-10-26

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