Scientific journal
Bulletin of Higher Educational Institutions
North Caucasus region

TECHNICAL SCIENCES


UNIV. NEWS. NORTH-CAUCAS. REG. TECHNICAL SCIENCES SERIES. 2016; 3: 84-91

 

http://dx.doi.org/10.17213/0321-2653-2016-3-84-91

 

NUMERICAL AND EXPERIMENTAL STUDY OF REINFORCED SOIL RETAINING WALLS FOR TRANSPORT SYSTEMS IN THE CONDITIONS SEISMICITY

T.P. Kashаrina, D.V. Kashаrin

Kashirina Tatiana Petrovna – Doctor of Technical Sciences, professor, department «Industrial, Civil Engineering, Geotechnical and Foundation Engineering», Platov South-Russian State Polytechnic University (NPI), Novocherkassk, Russia. Ph. (8635)25-54-16. E-mail: kasharina_tp@mail.ru

Kashirin Denis Vladimirovich – Candidate of Technical Sciences, professor, department «Industrial, Civil Engineering, Geotechnical and Foundation Engineering», Platov South-Russian State Polytechnic University (NPI), Novocherkassk, Russia. Ph. (8635)25-53-34. E-mail: dendvk1@mail.ru

 

 

Abstract

The paper deals with the construction of transport systems in terms of seismicity. The technical solutions gruntoarmirovannyh structures to ensure the sustainability of transport systems in the development of regions of the Caucasus, Siberia and the Far East with a high seismicity. The results of experimental studies and numerical modeling, and empirical relationships to determine the parameters of reinforcing subgrade of roads and rail links.

 

Keywords: foundation soil; technical solutions; transport systems; rail; automotive; soil force; shell; sustainability; seismicity; results of research; subgrade

 

Full text: [in elibrary.ru]

 

References

1. Prikaz Mintransa RF ot 12 maya 2005 g. N 45 "Ob utverzhdenii Transportnoi strategii Rossiiskoi Federatsii na period do 2020 goda" [Order of the Ministry of Transport of the Russian Federation of May 12, 2005 N 45 "On approval of the Transport Strategy of the Russian Federation for the period up to 2020"]. Available at: http://base.garant.ru/188328/#friends (accessed 21.05.2016).

2. SP 14.13330.2014. Stroitel'stvo v seismicheskikh raionakh [SP 14.13330.2014. Construction in seismic areas]. Moscow, Tsentr proektnoi produktsii.

3. SNiP 11-7-81*. Stroitel'stvo v seismicheskikh raionakh [SNIP 11-7-81 *. Construction in seismic areas]. Moscow, Tsentr produktsii FGUP, 2003, 43 p.

4. SNiP 2-02.01-83*. Osnovaniya zdanii i sooruzhenii [SNIP 2-02.01-83 *. Foundations of buildings and structures]. Moscow, Tsentr proektnoi produktsii FGUP, 2003, 48 p.

5. Kasharina T.P. Myagkie gidrosooruzheniya na malykh rekakh i kanalakh [Soft hydro on small rivers and canals]. Moscow, 1997, 56 p.

6. Kasharina T.P. Sovershenstvovanie konstruktsii, metodov nauchnogo obosnovaniya, proektirovaniya i tekhnologii vozvedeniya oblegchennykh gidrotekhnicheskikh sooruzhenii. Diss. dokt. tekhn. nauk [Improving structures, methods of scientific study, design and technology of erection of lightweight hydraulic structures. Dr eng. sci. diss.]. Moscow, 2000.

7. Kasharin D.V. Zashchitnye inzhenernye sooruzheniya iz kompozitnykh materialov v vodokhozyaistvennom stroitel'stve [Protective engineering structures made of composite materials in the water construction]. Novocherkassk, 2012, 343 p.

8. Kasharina T.P., Kasharin D.V., Prikhod'ko A.P., Zhmailova O.V. Gruntoarmirovannoe sooruzhenie i sposob ego vozvedeniya [Reinforced soil structure and method of construction]. Patent RF, no. 2444589, 2010.

9. Kasharina T.P., Skibin G.M., Kasharin D.V., Kidakoev A.M., Grigor'ev-Rudakov K.V. Sposob sozdaniya gruntoarmirovannogo podpornogo sooruzheniya i ustroistvo dlya ego osushchestvleniya [The way to create a reinforced soil retaining structures and device for its implementation]. Patent RF, no. 2352713, 2007.

10. Kasharina T.P., Kasharin D.V. Sposob sozdaniya gruntoarmirovannykh konstruktsii iz gibkikh lent i ustroistvo dlya ego osushchestvleniya [The process of creating structures of reinforced soil from flexible strips and device for its implementation]. Patent RF, no. 2181407, 1999.

11. Posobie k SNiP 3.70.03-85 «Meliorativnye sistemy i sooruzheniya» [The benefit to the SNIP 3.70.03-85 "Drainage systems and structures"]. Moscow, 2001.

12. Kasharina T.P., Grigor'ev-Rudakov K.V. Osnovnye raschetnye polozheniya pri ispol'zovanii armirovannogo grunta dlya usileniya sistemy «gruntovoe osnovanie-inzhenernye sooruzheniya» [The main design position using reinforced soil to enhance the system "foundation soil-engineering structures"]. Osnovaniya i fundamenty i stroitel'nye konstruktsii, 2008, pp. 82-87.

13. Tekhnologicheskaya karta po ustroistvu gruntoarmirovannykh konstruktsii zashchitnykh GTS [Technological card on the device of soil reinforced structures by protective GTS]. Rostov-on-Don, 2005, 23 p.

14. Kasharina T.P. Rukovodstvo ustroistvu gruntoarmirovannykh osnovanii inzhenernykh sooruzhenii avtomobil'nykh dorog [Guide device reinforced soil foundations of engineering structures of highways]. Rostov-on-Don, 2008, 27 p.

15. Svidetel'stvo o gosudarstvennoi registratsii programmy dlya EVM № 2010616390 «Raschet gruntoarmirovannogo osnovaniya» [Certificate of state registration of the computer program № 2010616390 "Calculation gruntoarmirovannogo base"]. Novocherkassk, YuRGPU (NPI), 2010.

16. Besseling F., Lengkik A. PLAXIS - instrument dlya modelirovaniya vzaimodeistviya grunta s sooruzheniem pri proektirovanii prichal'noi estakady s uchetom seismiki [PLAXIS - modelling of soil interaction with the structure when designing the quay overpass taking into account seismic]. Available at: http://www.plaxis.ru/page/4897/ (accessed 33.05.2016)

17. Otraslevoi dorozhnyi metodicheskii dokument/ Rekomendatsii po raschetu i proektirovaniyu armogruntovykh podpornykh sten na avtomobil'nykh dorogakh (ODM 218.2.027-2012). Izd. na osnovanii rasporyazheniya Federal'nogo dorozhnogo agentstva [Sectoral road methodical document / Guidelines for calculation and design armogruntovyh retaining walls on highways (ODM 218.2.027-2012). Ed. by order of the Federal Road Agency]. Moscow, 2012, no. 890, 92 p.