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INTERACTION BETWEEN GEOSYNTHETICS AND THE SOIL OF ARMED SOIL WALLS

Abstract

Reliability and strength of armed soil walls ensure safe operation of embankments, facilities and protective layers of subballast basement of railways. The study on interaction of reinforcing elements and the soil solves the problems of defining of the coefficients of such interaction along the surface earth – geosynthetic, of empirical dependence between the angle of internal friction of the soil and the coefficients of interaction for different types of geosynthetics.

About the Author

A. N. Kostousov
Moscow State University of Railway Engineering (MIIT), Moscow
Russian Federation

Ph.D. student



References

1. Sidnei H. C. Teixeira; Benedito S. Bueno и Jorge G. Zornberg, (2007), Pullout Resistance of Individual Longitudinal and Transverse Geogrid Ribs, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 133, No. 1, January 1, 2007, pp. 37–50.

2. Palmeira E. M., Milligan G. W.E. 1989. Scale and other factors affecting the results of pull-out tests of grids buried in sand. Geotechnique, 39 (3), 511–524.

3. Moraci N., Gioffre D., Romano G . , Montanelli F., Rimoldi P. (2002) Pullout behavior of geogrid embedded in granular soils, Geosynthetics – 7th ICG – Delmas, Gourc & Girard (eds) © 2002 Swets & Zeitlinger, pp. 1345–1348.

4. Середин А. И. Усиление и стабилизация эксплуатируемых насыпей армогрунтом/ Дис… канд. техн. наук. – М.: МИИТ, 1989. –187 с. Seredin A. I. Reinforcement and stabilization of operated embankments with the help of armed soil [Usilenie i stabilizatsiya expluatiruemyh nasypey armogruntom]. Ph.D. (Tech) candidate thesis. Moscow, MIIT, 1989, 187 p.

5. BS EN 13738:2004 Geotextiles and geotextile￾related products – Determination of pullout resistance in soil. British Standard.

6. ASTM D6706–01, 2001, «Standard Test Method for Measuring Geosynthetic Pullout Resistance in Soil» Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.

7. Адлер Ю. П. Введение в планирование эксперимента – М.: Металлургия, 1968. –155 с. Adler Yu.P. Introduction in experience planning [Vvedenie v planirovanie experimenta]. Moscow, Metallurgia, 1968, 155 p.

8. ГОСТ 12536-79. Грунты. Методы лабораторного определения гранулометрического (зернового) и микроагрегатного состава. State standard GOST 12536–79. Soils. Methods of laboratory identification of granulometric (grain size) and micro aggregate composition.

9. ГОСТ 22733-2002. Грунты. Методы лабораторного определения максимальной плотности. State standard GOST 22733–2002. Soils. Methods of laboratory identification of maximum density.

10. ГОСТ 25100-95. Грунты. Классификация. State standard GOST 25100–95. Soils. Classification.

11. Технические условия на смеси щебеночнопесчано-гравийные для защитных слоев подбалластного основания железных дорог/ Утверждены департаментом пути и сооружений ОАО «РЖД» 14.08.2008 г. Specification for macadamized, sandy and gravel mixtures for protective layers of subballast basements of railways. Approved by department of track and facilities of JSC Russian Railways, of 14.08.2008.

12. ГОСТ 12248-96. Грунты. Методы лабораторного определения характеристик прочности и деформируемости. State standard GOST 12248–96. Soils. Methods of laboratory identification of characteristics of strength and deformability.

13. СТО 71664637-001-2010. Георешетки полимерные тканые рулонные строительного назначения Хателит, Фортрак, Форнит, Дуогрид. Standards of organizations STO 71664637–001– 2010. Polymeric woven roll geogrids for construction Ha Telit, Fortrack, Fornit, Duogrid.

14. СТО 71664637-002-2010. Материалы геотекстильные рулонные строительного назначения Стабиленка, Робутек, Комтрак, Хате. Standards of organizations STO 71664637–002– 2010. Geotextiles roll materials for construction Stabilenka, Robutec, Comtrac, Ha Te.

15. ГОСТ 5180-84. Грунты. Методы лабораторного определения физических характеристик. State standard GOST 5180–84. Soils. Methods of laboratory identification of physical features.


Review

For citations:


Kostousov A.N. INTERACTION BETWEEN GEOSYNTHETICS AND THE SOIL OF ARMED SOIL WALLS. World of Transport and Transportation. 2013;(2):174-179. (In Russ.)

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ISSN 1992-3252 (Print)