PRESERVING THE NATURAL LANDSCAPE ON THE CONSTRUCTION SITE FOR  SUSTAINABLE ECOSYSTEM

Nikolay Sokolov; Sergey Ezhov; Svetlana Ezhova

doi:10.5937/jaes15-14719

Nikolay Sokolov Chuvash State defense University named after I.N. Ulyanov
Sergey Ezhov Chuvash State defense University named after I.N. Ulyanov
Svetlana Ezhova Volga State Technological University

DOI: https://doi.org/10.5937/jaes15-14719

Keywords: drilling injection pile for electric-discharge technology, constrained environment, stabilization of geomorphological processes, slope stability, conservation of landscape, ecology of capital construction,

Abstract

Development and extension of urban infrastructure increasingly frequently involves the areas with compound relief forms. From the environmental point of view it is vitally important to preserve the unique landscapes for future generations. Innovative approaches meant to stabilize and reinforce ground on the building construction sites, particularly on slopes, solve the defined engineering problem. The paper addresses a case study of geotechnical design and construction practice in the complex conditions.

References

/1/ Annenskaya GN, Zhuchkova VK, Konovalenko VG and etc. (1962) Morphological structure of the geographical landscape. Moscow: Lomonosow Moscow State University, pp. 56

/2/ Sokolov N.S., Ryabinov V.М. On the analysis method of the carrying capacity of the drilling injection piles. // “OFiMG”. –2015. –No 1. PP.10-13.

/3/ Sokolov N.S. Determining the carrying capacity of the drilling injection piles– RIT with the developed bearings // Proceedings of the 2 All-Russian (1st International) conference “New in Architecture, Design Construction and Renovation NADCR-2012” -2012. Cheboksary: Chuvash State University Publishing House. PP.289-292.

/4/ Sokolov N.S., Ushkov S.M., Viktorova S.S. Experience of piled raft footing application when constructing residential buildings // Proceedings of the 2 All-Russian (1st International) conference “New in Architecture, Design Construction and Renovation NADCR-2012”-2012. Cheboksary: Chuvash State University Publishing House. PP. 293-298.

/5/ Sokolov N.S. Analysis method for the carrying capacity of drilling injection piles RIT with due consideration to “bearings” // Proceedings of the 2 All-Russian (1st International) conference “New in Architecture, Design Construction and Renovation NADCR-2014) -2014. Cheboksary: Chuvash State University Publishing House. PP. 407-411.

/6/ Sokolov N.S., Sokolov S.N., Sokolov А.N. Case study of restauration of the wrecking historical and cultural landmark of the Federal importance in Cheboksary // Proceedings of the 2 All-Russian (1st International) conference “New in Architecture, Design Construction and Renovation NADCR-2014). -2014. Cheboksary: Chuvash State University Publishing House. PP. 328 – 335.

/7/ Sokolov N.S., Viktorova S.S., Fedorova Т.G. Drilling piles with the increased carrying capacity // Proceedings of the 2 All-Russian (1st International) conference “New in Architecture, Design Construction and Renovation NADCR-2014) -2014. Cheboksary: Chuvash State University Publishing House. PP. 411-415.

/8/ Sokolov N.S., Petrov M.V., Ivanov V.A. The problem of drilling injection piles produced using electric discharge technology // Proceedings of the 2 All-Russian (1st International) conference “New in Architecture, Design Construction and Renovation NADCR-2014) -2014. Cheboksary: Chuvash State University Publishing House. PP. 415–420.

/9/ Sokolov N.S., Sokolov S.N., Sokolov А.N. Case study of restoration of the wrecking Vvedensky Cathedral in Cheboksary // Geotechnics. No 1. -2016. PP.60-65.

/10/ Sokolov N.S., Ryabinov V.M. On the efficiency of installing drilling injection piles with multiple enlargements using electric discharge technology // Geotechnics. -2016. No 2. PP.28-34.

/11/ Sokolov N.S., Ryabinov V.M. The main features and analysis of drilling injection piles with multiple enlargements // Geotechnics. No 3. -2016. PP.60-66.

/12/ Sokolov N.S., Ryabinov V.M. Technology of installment of drilling injection piles with the increased carrying capacity // Residential construction. No 9. -2016. PP.11-14.

/13/ Sokolov N.S. Methods of increasing the carrying capacity of reinforcement drilling injection piles // Proceedings of the 3rd All-Russian (9th International) conference “New in Architecture, Design Construction and Renovation NADCR-2016) -2016. Cheboksary: Chuvash State University Publishing House. PP. 304-316.

/14/ Sokolov N.S. Technological approaches of instalment of drilling injection piles with multiple enlargements // Residential construction. No 10. -2016. PP 54 - 59.

/15/ Sokolov N.S., Sokolov S. N., Sokolov A. N. On the erroneous method of instalment of drilling injection piles using electric discharge technology// Residential construction. No 11. -2016. PP.20-29.

/16/ Sokolov N.S., Sokolov S. N., Sokolov A. N. Experience of using drilling injection piles EDT when mitigating emergency situations in a public building // Residential construction. No 12. -2016. PP.1-6.

/17/ Sokolov N.S., Nikoforova N.S., Sokolov S. N., Sokolov A. N. Use of drilling piles -ERT when mitigating pre-emergency situations when building foundations // Geotechnics. -2016. No5. PP.54-60.