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SOIL AND ROCK MECHANICS

Dynamic properties of frozen soils. Part 4. Dynamic triaxial compression devices

Авторы
Мирный Анатолий ЮрьевичДоцент Геологического факультета МГУ им. М.В. Ломоносова, к.т.н., генеральный директор ООО «Независимая геотехника»
Идрисов Илья Хамитовичгенеральный директор ООО НПП« Геотек»
Мосина Анна СергеевнаНаучный сотрудник Лаборатории Изучения состава и свойств грунтов ИГЭ РАН, заместитель генерального директора ООО «Независимая геотехника», к. г.-м. н.

Abstract: Testing frozen soils in the dynamic mode requires the use of special equipment designed specifically for these purposes. Using devices of the standard design in this case will lead to low-precision results. The first recommendations for the development of a domestic resonance column for frozen soils are given in the previous publication [1]. This article presents data from foreign colleagues on modifying a dynamic triaxial compression device for testing frozen soils. On the basis of foreign experience and taking into account the analysis of the dynamic properties of frozen soils [2], some recommendations for developing a dynamic stabilometer for frozen soils are proposed.

 

Keywords: frozen soils; dynamic properties; laboratory tests; dynamic triaxial compression; devices.

DOI: 10.58339/2949-0677-2024-6-6-6-15

UDC: 624.139

 

For citation: Mirnyy A.Yu., Idrisov I.H., Mosina A.S. Dinamicheskiye svoystva merzlyh gruntov. Chast’ 4. Pribory dinamicheskogo trehnosnogo szhatiya [Dynamic properties of frozen soils. Part 4. Dynamic triaxial compression devices]// Geoinfo. 2024. Vol. 6. № 6. S. 6–15. DOI:10.58339/2949-0677-2024-6-6-6-15 (in Rus.).

 

Funding: No information

 

References:

  1. Mirnyy A.Yu., Idrisov I.H., Mosina A.S. Dinamicheskiye svoystva merzlyh gruntov. Chast’ 3. Oborudovaniye dlya ispytaniy merzlyh gruntov metodom rezonansnoy kolonki [Dynamic properties of frozen soils. Part 3. Equipment for testing frozen soils using the resonant column method] // Geoinfo. Vol. 6. № 5.
  2. Mirnyy A.Yu., Idrisov I.H., Mosina A.S. Dinamicheskiye svoystva merzlyh gruntov. Chast’ 2. Ispytaniya metodom trehossnogo szhatiya [Dynamic properties of frozen soils. Part 2. Triaxial compression tests] // Geoinfo. Vol. 6. № 3.
  3. Vinson T.S. Chaichanavong Th. Dynamic properties of ice and frozen clay under cyclic triaxial loading conditions: research report MSU-CE-76-4. Michigan, USA: Division of Engineering, Michigan State University, 1976. 288 p.
  4. Liu E., Lai Yu., Liao M. Fatigue and damage properties of frozen silty sand samples subjected to cyclic triaxial loading // Canadian Geotechnical Journal. 2016. Vol. 53. № 12. P. 1939–1951. DOI:10.1139/cgj-2016-0152.
  5. Li Q., Ling X., Sheng D. Elasto-plastic behaviour of frozen soil subjected to long-term low-level repeated loading. Part I. Experimental investigation // Cold Regions Science and Technology. 2016. Vol. 125. P. 138–151.
  6. Lv J., Yang Zh., Shi W., Lu Zh. Dynamic characteristics of rubber reinforced expansive soil (ESR) at positive and negative ambient temperatures // Polymers. 2022. Vol. 14. № 19. Article 3985. DOI:10.3390/polym14193985.
  7. Yu Zhang. Impact of Freeze-Thaw on Liquefaction Potential and Dynamic Properties of Mabel Creek Silt: Ph.D. Thesis. 2009. 191 p.
  8. Zhao F., Chang L., Zhang W. Experimental investigation of dynamic shear modulus and damping ratio of Qinghai-Tibet frozen silt under multi-stage cyclic loading // Cold Regions Science and Technology. 2019. Vol. 170. № 9, Article 102938. DOI:10.1016/j.coldregions.2019.102938.
  9. Xu X., Li Q., Xu G. Investigation on the behavior of frozen silty clay subjected to monotonic and cyclic triaxial loading // Acta Geotechnica. 2020. Vol. 15. № 3. P. 1289–1302. DOI:10.1007/s11440-019-00826-6.
  10. Zhang X., Sun B., Xu Zh., Huang A., Guan J. Experimental study on the dynamic characteristics of frozen silty clay and its influencing factors // Sustainability. 2023. Vol. 15. № 2. Article 1205. DOI:10.3390/su15021205.
  11. Xu X., Zhang W., Fana C., Laid Yi., Wu J. Effect of freeze-thaw cycles on the accumulative deformation of frozen clay under cyclic loading conditions: experimental evidence and theoretical model // Road Materials and Pavement Design. 2019. Vol. 22. № 4. P. 1–17. DOI:10.1080/14680629.2019.1696221.
  12. Song L., Liu J., Jin Y., Li Ch., Cai S. Experimental study on warm permafrost dynamic characteristics under cyclic loading in the cold region // Advances in Civil Engineering. 2022. Vol. 1. P. 1–8. DOI:10.1155/2022/7548284.
  13. An L.S., Ling X.Z., Geng Y.C., Li Q., Zhang F., Wang L. Dynamic and static mechanical properties of ice-rich frozen sand // Electron. J. Geotech. Eng. 2017. № 22. P. 1325–1344.
  14. Ling X., Zhu Z., Zhang F. Dynamic elastic modulus for frozen soil from the embankment on Beiluhe Basin along the Qinghai-Tibet Railway // Cold Regions Science and Technology. 2009. Vol. 57. № 1. P. 7–12.
  15. Li Q., Ling X., Hu J., Xu X. Experimental investigation on dilatancy behavior of frozen silty clay subjected to long-term cyclic loading // Cold Regions Science and Technology. 2018. Vol. 153. DOI:10.1016/j.coldregions.2018.05.008.
  16. Ling X., Li Q., Wang L., Zhang F. Stiffness and damping radio evolution of frozen clays under long-term low-level repeated cyclic loading: experimental evidence and evolution model // Cold Regions Science and Technology. 2013. Vol. 86. № 5. P. 45–54. DOI:10.1016/j.coldregions.2012.11.002.
  17. Yu X., Sun R., Yuan X., Chen Zh., Zhang J. Resonant column test on the frozen silt soil modulus and damping at different temperatures // Periodica Polytechnica Civil Engineering. 2017. Vol. 61. № 4. P. 762–769. DOI:10.3311/PPci.10349.

 

Article in RSCI: https://www.elibrary.ru/item.asp?id=75256057