Abstract: Soil improvement using the geosynthetic layer technique is usually used for resolving many geotechnical problems. This technique provides a reinforced soil with high shear strength against erosion phenomenon that destroy foundations and lead to losses of human lives in Brazzaville City. The interest is certainly well displayed. Indeed, this work aims to experimentally assess the geosynthetics placement influence on the fine sand properties against water erosion phrnomenon. An experimental program has been carried for fine sand to study the soil shear strength from the soil not/and reinforced by geosynthetic layers. This made it possible to assess the soil displacements during the direct shear test. This opens the door to understand the geosynthetics effect in the soil for enhancing the soil shear strength for its possible use as a prevention method against soil erosion.
Key Words: Shear strength; geosynthetics; erosion; reinforcement; reinforced soil.
[1]. Mesri, G., Feng, TW., Benak, J.M. (1990). Post densification penetration resistance of clean sands. Journal of Geotechnical Engineering. 116(GT7):1095–1115
[2]. Ohara, S., Yamamoto, T., Yurino, H. (1992). Experimental study on re-liquefaction potential of saturated and deposit. Paper presented at the tenth world earthquake engineering conference, Balkema, Rotterdam.
[3]. Oda, M., Kawamoto, K., Fujimori, H., Sato, M. (2001). Microstructural interpretation on re-liquefaction of saturated granular soils under cyclic loading. Journal of Geotechnical and Geoenvironmental Engineering. 127(5):416-423.
[4]. Olson, SM., Green, R.A., Obermeier, S.F. (2005). Geotechnical analysis of paleoseismic shaking using liquefaction effects: a major updating. Engineering Geology. 76:235-61.
[5]. Ha, I.S., Olson, S.M., Seo, M.W., Kim, M.M. (2011). Evaluation of re-liquefaction resistance using shaking table tests. Soil Dynamics and Earthquake Engineering. 31:682-691.