Výsledky vyhledávání - "Mikhail Samokhvalov"

The results of strengthening the foundation with a bored pile with an enlarged pile base

Autor: Aleksandr Paronko, Mikhail Samokhvalov, Oleg Ashikhmin, Vladimir Gejdt

Publikováno v: E3S Web of Conferences. 371:02009

The article presents the results of static tests of a strip foundation fragment, strengthened with a bored pile, which has an enlarged pile base at its lower end. To evaluate the results obtained, tests were also carried out for the static load of a

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::4c24065f099162629f7e0a2153b98d96
https://doi.org/10.1051/e3sconf/202337102009

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Analysis of the Settlement of New Construction Drill-Injection Pile with Broadening at the End in Silty-Clayed Soils

Autor: Mikhail Samokhvalov, Aleksandr A. Paronko, Andrei Geidt

Publikováno v: Lecture Notes in Civil Engineering ISBN: 9789811504495

The article presents a new «soft-injection» technology of the foundation strengthening in silty-clayed soils. This technology is based on re-design drilling-injection pile producing with using a metal pipe and the rubber membrane cup at the end. Wh

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::5a2867028743dbd6cbbeb49664512110
https://doi.org/10.1007/978-981-15-0450-1_51

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Mobile unit for static testing of soils with piles and stamps

Autor: Mikhail Samokhvalov, Vladimir Demin, Andrey Matyukov, Aleksandr Paronko

Publikováno v: E3S Web of Conferences. 363:02009

Small-sized mobile unit for static testing of soils with piles and stamps belongs to the field of engineering surveys and is designed for static testing of soils with piles and stamps for indentation in the design and construction of buildings and st

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::3b4e980dc6238dff13abe9d36fa10714
https://doi.org/10.1051/e3sconf/202236302009

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IN-SITU TESTS FOR BEHAVIOR OF DRILLINJECTIONHON PILES WITH CONTROLLED WIDENING IN PULVERESCENT–CLAY SOILS OF FLEXIBLE CONSISTENCY

Autor: Mikhail Samokhvalov, Yakov Pronozin, Valentina Rashchupkina

Publikováno v: Construction and Architecture. 4:53-57

the paper discusses the results of in-situ tests for behavior of the drill injection pile with controlled widening at its end in pulverescent – clay foundation soil of flexible consistency carried out at an experimental site in Tyumen. The results

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::de5288cda2fe012f65d4a75fa133ecca
https://doi.org/10.12737/19917

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An Approach to Feature Space Construction from Clustering Feature Tree

Autor: Mikhail Samokhvalov, Pavel V. Dudarin, Nadezhda Yarushkina

Publikováno v: Communications in Computer and Information Science ISBN: 9783030006167

Generally, clustering feature tree consists of nodes given as vectors. In case of non-vector nodes a transformation into feature vectors is needed. Feature extraction algorithm determines the volume and quality of information enclosed in features and

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::daf4964a3b65bb234aebe81c4463c55f
https://doi.org/10.1007/978-3-030-00617-4_17

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New method developed for foundation strengthening in silty-clayed soils

Autor: Andrey Geydt, Mikhail Samokhvalov, Alexander Paronko

Publikováno v: MATEC Web of Conferences, Vol 265, p 05015 (2019)

The paper describes the new method developed for foundation strengthening by a drill and inject pile with controlled widening on its end. The method aims at increasing the useable area of the buildings under refurbishment. This is achieved by develop

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3c672f4c07e9eec98681426358530abe
https://doi.org/10.1051/matecconf/201926505015

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Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction Parameters

Autor: Roman Melnikov, Mikhail Samokhvalov, Victor Mironov, Juriy Zazulya

Publikováno v: MATEC Web of Conferences, Vol 73, p 01009 (2016)

The paper describes a new method of drill-injection pile installation formed by the sleeve technology with solution injection using the “fracturing” mode and the controlled broadening at the pile end. This method is aimed at high-quality and effe

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ed86d6a47630d5595c8afbbe977b8ed5
https://doi.org/10.1051/matecconf/20167301009

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