2411-3336 2541-9404 Записки Горного института Journal of Mining Institute Санкт-Петербургский горный университет императрицы Екатерины ΙΙ Empress Catherine II Saint Petersburg Mining University pmi-5582 https://pmi.spmi.ru/pmi/article/view/5582 Горная геомеханика Mining geomechanics Theoretical basis of geomaterial accounted for induced and inherent anisotropy Теоретические предпосылки к созданию модели поведения грунтов, учитывающей анизотропию механических свойств Karasev M. A. Карасев М. А. Karasev M. A. karasevma@gmail.com Национальный минерально-сырьевой университет «Горный» (Россия) National Mineral Resources University (Mining University) (Russia) 18 11 2013 2013 204 226 235 18 11 2012 04 01 2013 18 11 2013 © 2013 М. А. Карасев © 2013 M. A. Karasev 2013 М. А. Карасев M. A. Karasev Эта статья доступна по лицензии Creative Commons Attribution 4.0 International (CC BY 4.0) This article is licensed under a Creative Commons Attribution 4.0 International License (CC BY 4.0) https://pmi.spmi.ru/pmi/article/view/5582

Представлены результаты лабораторных испытаний глинистых грунтов, направленных на выявление анизотропии их деформационных свойств. Рассмотрена концепция взаимодействия между агрегатами глинистых грунтов на микроуровне. Предложен подход к математическому описанию естественной и вынужденной анизотропии деформационных свойств грунтов.

Analysis of anisotropy behavior of clays based on the laboratory testing and publication is presented. Microstructural physical model of interaction between clay aggregates is proposed. Mathematical description of geomaterial based on the microstructural consideration which account for induce and inherent anisotropy is suggested.

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