Experimental studies of the interaction of a cross-beam foundation and an inclined base over a karst cavity-Reference-Cited by-同舟云学术

Experimental studies of the interaction of a cross-beam foundation and an inclined base over a karst cavity

Published:2023-12-08 Issue:4 Volume:11 Page:8-8
ISSN:2308-0191
Container-title:Construction and Architecture
language:en
Short-container-title:

Author:

Evtushenko Sergej¹²^ORCID,Zelenin Evgeniy³

Affiliation:

1. Moscow State University of Civil Engineering

2. Platov South-Russian State Polytechnic University (NPI)

3. V.I. Vernadsky Crimean Federal University

Abstract

The article presents the results of field experiments carried out on the joint work of a cross-beam foundation and an inclined foundation when it is limited by a rigid vertical retaining structure at the time of a sudden collapse of the karst cavity arch. The regularities of the transformation of the sinkhole prism are determined depending on the angle of inclination of the base and the location of the cavity relative to the foundation structure.

Publisher

RIOR Publishing Center

Subject

Industrial and Manufacturing Engineering,Polymers and Plastics,Business and International Management

Reference11 articles.

1. Барыкин, Б.Ю. Взаимодействие перекрестно-ленточного фундамента на склоне с песчаным основанием: диссертация на соискание учен. степ. канд. тех. наук. — Днепропетровск,1990. — 271 с., Barykin, B.Yu. The interaction of a cross-ribbon foundation on a slope with a sandy base: a dissertation for a scientific degree. step. Candidate of Technical Sciences. — Dnepropetrovsk, 1990. — 271 p.

2. Барыкин А.Б. Модельные исследования деформаций оснований перекрестно-балочных фундаментов на склонах. //Строительная механика и расчет сооружений. – 2017, №3 (272), с. 68-75., Barykin A.B. Model studies of deformations of the bases of cross-beam foundations on slopes. //Construction mechanics and calculation of structures. – 2017, №3 (272), pp. 68-75.

3. Амеличев Г.Н., Вахрушев Б.А., Самохин Г.В., Токарев С.В. Особенности инженерных изысканий на закарстованных территориях в пределах Крымского п-ова.// Материалы Общероссийской научно-практической конференции «Изучение опасных природных процессов и геотехнический мониторинг при инженерных изысканиях. – Москва, 2023. – с.72-92., Amelichev G.N., Vakhrushev B.A., Samokhin G.V., Tokarev S.V. Features of engineering surveys in the karst territories within the Crimean Peninsula.// Materials of the All-Russian scientific and practical conference "Study of hazardous natural processes and geotechnical monitoring in engineering surveys. – Moscow, 2023. – pp.72-92.

4. СП 22.13330.2016. Основания зданий и сооружений., SP 22.13330.2016. Foundations of buildings and structures.

5. Хоменко, В.П. Карстово-обвальные провалы «сложного» типа: физическое моделирование /В.П. Хоменко // Инженерная геология. – 2009. Стр. 34-41, Хоменко, В.П. Карстово-обвальные провалы «сложного» типа: физическое моделирование / В.П. Хоменко // Инженерная геология. – 2009., Khomenko, V.P. Karst-collapse failures of the "complex" type: physical modeling / V.P. Khomenko // Engineering geology. – 2009. pp. 34-41, Khomenko, V.P. Karst-collapse failures of the "complex" type: physical modeling / V.P. Khomenko // Engineering geology. – 2009.

Cited by 1 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. To the question of transformation shape of the sinkhole at the interaction of cross-beam foundation and inclined with karst cavity;Construction and Architecture;2024-05-12