Transformation of the retaining wall external geometry with rationalizing of system parameters
DOI:
https://doi.org/10.26906/znp.2020.54.2270Keywords:
retaining wall, curved surface, approximation, algorithm construction, variation approachAbstract
The article presents the variable task formulation and implementation of finding a rational outline of the waiting wall back face. In the Coulomb theory framework, an analysis is made of a system consisting of a retaining structure and soil pressing on it for the formulating a rational design problem possibility. The possibility of formulating the problem of finding the rational rear face geometry of the retaining wall within a given horizontal projection is shown. The substantiation of the energy rationalization method operation in solving the problem under consideration is given. The proposed approach allows a variable method to determine the surface configuration of the retaining wall, rational from the standpoint of the accepted criterion. The example given in the work clearly proves the correctness of the problem and its solution statement.
References
. Klein G.K. (1977). Structural mechanics of bulk solids. Moscow: Stroyizdat
. Shmukler V.S. Klimov Yu.A., Burak N.P. (2008). Lightweight frame systems. Kharkov: Golden Pages
. Babaev V.М., Bugaevsky S.O., Evel S.M. and others; for ed. V.S. Shmukler (2017). Numerical and experimental methods of rational design and construction of constructive systems. Kiev: Steel
. Babaev V.N., Shmukler V.S., Feirushah S.H., Kalmykov O.A. & Zinchenko V.M. (2012). Rational design of retaining walls. BUITEMS “Journal of applied and emerging sciences”, Vol. 3, Issue 1, 94-121
. Kalmykov О., Khalife R, & Grabowski A. (2019). Search for rational contour of back surface of retaining wall. AIP Conference Proceedings.
. Shmukler V. Feirusha S.H., Kalmykov O., Khalife R. (2019). About the possibility for control of nature of seismic effect of bulky material on lateral surfaces. Zanco Journal of Pure and Applied Sciences, 31(s3), 250-256
doi.org/10.21271/ZJPAS.31.s3.34
. Shmukler V.S. & Kalmykov O.A. (2014). Search for optimal configurations of surfaces of structures loaded with bulk. Zbіrnik naukovikh prats UkrDAZT, 149, 150-156
. Aleksandrovych V.A. (2013). Structure-soil massif system behavior features under static and dynamic loads. Proc. of the 18th Intern. Conf. on Soil Mechanics and Geotechnical Engineering, Paris,1627-1629
. Jahangir M., Soleymani H. & Sadeghi S. (2017) Evaluation of Unsaturated Layer Effect on Seismic Analysis of Unbraced Sheet Pile Wall. Open Journal of Marine Science, 7, 300-316. https://doi.org/10.4236/ojms.2017.72022
. Shmukler V., Petrova O., Mohammad H. (2018). Rationalization of the parameters of the cylindrical bridge support (theoretical basis). MATEC Web of Conferences, 3 (230), 1-9.
doi.org/10.1051/matecconf/201823002031
. Chidanand M.J. & Ghosh S. (2017). Pseudo-dynamic analysis of shallow strip footing considering non-linear rupture surface. International Journal of Geotechnical Engineering, 11(1), 38-50
. Nimbalkar S. & Choudhury D. (2015). Design of earth retaining structures and tailing dams under static and seismic conditions. 50th Indian Geotechnical Conference, 1-10.