AbstractAbout AuthorsReferences
The article deals with the problem of construction of a high-speed railway in the valley of the Volga, Oka, Sura rivers on the grounds with complex engineering-geological conditions with alternating weak soils (subsidence, biogenic represented by silts, peat and sapropels, swollen, etc.). The presence of heavily deformed engineering-geological elements in the base complicates a safe operation of high-speed trains. The maximum permissible depression in the subgrade surface at speeds of up to 400 km/h should not exceed Su = 15 mm. To meet the requirements of safe operation of the rolling stock of high-speed railways (HSR), reinforcement of weak bases with the transfer of external loads on engineering-geological elements with high bearing capacity and low deformation is required.
N.S. SOKOLOV1,2, Candidate of Sciences (Engineering), Director (This email address is being protected from spambots. You need JavaScript enabled to view it.)
1 OOO NPF «FORST» (109a, Kalinina Street, Cheboksary, 428000, Russian Federation)
2 I.N. Ulianov Chuvash State University (15, Moskovskiy pr., Cheboksary, 428015, Russian Federation)
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3. Okulova M.N. Experimental study of lateral deformations in loaded sandy bases and their relays in the total sediment. Tomsk: Tomsk State University of Architecture and Civil Engineering, 1967. Vol. II. (In Russian).
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6. Belloni L.A., Garassini LA., Jamiolkowaki M. Differential Settlments of Petiuleum Steel Tanks. Proc. Conference on Settlements of Structures, Cambridge, pp. 323–328.
7. Konovalov P.A., Usmanov R.A. Investigation of deformations of highly compressible bases of flexible dies and reservoirs. Papers of the Danube-European conference on soil mechanics and Foundation engineering. Kishinev, 1983. Vol. 3, pp. 107–112. (In Russian).
8. Sokolov N.S. Criteria of economic efficiency of use of drilled piles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 5, pp. 34–38. (In Russian).
9. Sokolov N.S. Uning continuous flight augering piles for securing slopes. Materials of 5th All-Russian conference “New in architecture, design of building structures and reconstruction”. Cheboksary. The Chuvash State University. 2005. Рp. 292–293. (In Russian).
10. Sokolov N.S. The method of continuous flight augering piles carrying capacity calculation which are made by using discharging of current pulses. Materials of 8th All-Russian (2nd International) conference “New in architecture, design of building structures and reconstruction”. Cheboksary. The Chuvash State University. 2014, pp. 407–411. (In Russian).
11. Sokolov N.S., Ryabinov V.M. About one method of calculation of the bearing capability the buroinjektsi-onnykh svay-ERT. Osnovaniya, fundamenty i mekhanika gruntov. 2015. No. 2, pp. 10–13. (In Russian)
12. Sokolov N.S., Ryabinov V.M. About effectiveness of the appliance of continuous flight augering piles with multiple caps using electric-discharge technology. Geotehnika. 2016. No. 2, pp. 28–34. (In Russian).
13. Sokolov N.S., Ryabinov V.M. Special aspects of the appliance and the calculation of continuous flight augering piles with multiple caps. Geotehnika. 2016. No. 3, pp. 60–66. (In Russian).
14. Sokolov N.S. Ryabinov V.M. The technology of appliance of continuous flight augering piles with increased bearing capacity. Zhilishnoe Stroitelstvo [Housing Сonstruction]. 2016. No. 9, pp. 11–14. (In Russian).
2. Okulova M.N. Investigation of the stress-strain state of soils near the loaded stamp. Osnovaniya, fundamenty i mekhanika gruntov. 1966. No. 4, pp. 5–8. (In Russian).
3. Okulova M.N. Experimental study of lateral deformations in loaded sandy bases and their relays in the total sediment. Tomsk: Tomsk State University of Architecture and Civil Engineering, 1967. Vol. II. (In Russian).
4. Shelest L.A. Vertical and horizontal deformation of soil during die testing. Trudy NIIOSP. Moscow. NIIOSP, 1972. Vol. 63. (In Russian).
5. Darragh R.D. Controled Water Tests to Pre-load Tank Foundations. Pros. A.S.C.E. Vol. 90, 1964, pp. 303–329.
6. Belloni L.A., Garassini LA., Jamiolkowaki M. Differential Settlments of Petiuleum Steel Tanks. Proc. Conference on Settlements of Structures, Cambridge, pp. 323–328.
7. Konovalov P.A., Usmanov R.A. Investigation of deformations of highly compressible bases of flexible dies and reservoirs. Papers of the Danube-European conference on soil mechanics and Foundation engineering. Kishinev, 1983. Vol. 3, pp. 107–112. (In Russian).
8. Sokolov N.S. Criteria of economic efficiency of use of drilled piles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 5, pp. 34–38. (In Russian).
9. Sokolov N.S. Uning continuous flight augering piles for securing slopes. Materials of 5th All-Russian conference “New in architecture, design of building structures and reconstruction”. Cheboksary. The Chuvash State University. 2005. Рp. 292–293. (In Russian).
10. Sokolov N.S. The method of continuous flight augering piles carrying capacity calculation which are made by using discharging of current pulses. Materials of 8th All-Russian (2nd International) conference “New in architecture, design of building structures and reconstruction”. Cheboksary. The Chuvash State University. 2014, pp. 407–411. (In Russian).
11. Sokolov N.S., Ryabinov V.M. About one method of calculation of the bearing capability the buroinjektsi-onnykh svay-ERT. Osnovaniya, fundamenty i mekhanika gruntov. 2015. No. 2, pp. 10–13. (In Russian)
12. Sokolov N.S., Ryabinov V.M. About effectiveness of the appliance of continuous flight augering piles with multiple caps using electric-discharge technology. Geotehnika. 2016. No. 2, pp. 28–34. (In Russian).
13. Sokolov N.S., Ryabinov V.M. Special aspects of the appliance and the calculation of continuous flight augering piles with multiple caps. Geotehnika. 2016. No. 3, pp. 60–66. (In Russian).
14. Sokolov N.S. Ryabinov V.M. The technology of appliance of continuous flight augering piles with increased bearing capacity. Zhilishnoe Stroitelstvo [Housing Сonstruction]. 2016. No. 9, pp. 11–14. (In Russian).
For citation: Sokolov N.S. Definition of the type of a buried structure for base strengthening beneath the embankment of high-speed railway. Stroitel’nye Materialy [Construction Materials]. 2018. No. 9, pp. 62–65. DOI: https://doi.org/10.31659/0585-430X-2018-763-9-62-65 (In Russian).