Preview

Moscow University Bulletin. Series 4. Geology

Advanced search

Assessment of the relationship between clay soils consistency and kinematic parameters of elastic waves

https://doi.org/10.33623/0579-9406-2021-1-129-132

Abstract

Assessment of the water-physical characteristics of soils by indirect geophysical indicators is simpler. Indirect indicators provide an opportunity to characterize various volumes of the researched environment. The article presents the results of determining the kinematic parameters of elastic waves of clay soils at different values of the liquidity index. In the transition from soils of very stiff consistency to soils with stiff and firm-stiff consistency, a correlation is observed between the ratio of the secondary, primary wave velocities, and the values of the liquidity index of clay soils.

About the Author

E. A. Shumkin
Lomonosov Moscow State University
Russian Federation

119991, Moscow, GSP-1, Leninskiye Gory, 1



References

1. Горяйнов Н.Н. Применение сейсмоакустических методов в гидрогеологии и инженерной геологии. М.: Недра, 1992. 264 с.

2. Горяйнов Н.Н., Ляховицкий Ф.М. Сейсмические методы в инженерной геологии. М.: Недра, 1979. 143 с.

3. Грунтоведение / Под ред. В.Т. Трофимова. М.: Изд-во Моск. ун-та; Наука, 2005, 1024 с.

4. Никитин В.Н. Основы инженерной сейсмики. М.: Изд-во Моск. ун-та, 1981. 176 с.

5. Огильви А.А. Основы инженерной геофизики. М.: Недра, 1990. 501 с.

6. Пиоро Е.В. Деформационные и акустические свойства глинистых грунтов по результатам лабораторных инженерно-геологических и ультразвуковых исследований: Автореф. канд. дисс. М., 2014.


Review

For citations:


Shumkin E.A. Assessment of the relationship between clay soils consistency and kinematic parameters of elastic waves. Moscow University Bulletin. Series 4. Geology. 2021;1(1):129-132. (In Russ.) https://doi.org/10.33623/0579-9406-2021-1-129-132

Views: 170


Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 License.


ISSN 0579-9406 (Print)