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An Analytical Study on Bearing Mechanism of Very Soft Ground Covered with Geotextile by Effects of Friction between Ground and Geotextile

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키워드

주제분류토목공학

초록

In general, ground surface strengthening such as using geotextile is needed to secure trafficability of construction equipment. There are many researches for mechanical beha-vior of very soft ground covered with geotextile, however, most of them are under the condition to fix geotextile completely. In this study, numerical analyses were carried out to figure out the effects of restricting conditions of geotextile on bearing mechanism of very soft ground covered with geotextile. In numerical analyses, joint elements were used to figure out the friction properties between ground and geotextile. The results of numerical analyses were compared with the results of model test. In conclusion, the effects of restricting conditions of geotextile on bearing mechanism of very soft ground covered with geotextile became clear.

Abstract

In general, ground surface strengthening such as using geotextile is needed to secure trafficability of construction equipment. There are many researches for mechanical beha-vior of very soft ground covered with geotextile, however, most of them are under the condition to fix geotextile completely. In this study, numerical analyses were carried out to figure out the effects of restricting conditions of geotextile on bearing mechanism of very soft ground covered with geotextile. In numerical analyses, joint elements were used to figure out the friction properties between ground and geotextile. The results of numerical analyses were compared with the results of model test. In conclusion, the effects of restricting conditions of geotextile on bearing mechanism of very soft ground covered with geotextile became clear.

참고문헌 (11)

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  2. 오동환, "Numerical Analysis on Behaviors of Very Soft Ground Improved by Geotextile", 한국토목섬유학회 논문집, 8(3), pp.9~16 (2009), 한국토목섬유학회
  3. Ahn, D.H, "Numerical Analysis on Bearing Mechanism of Very Soft Ground Covered with Geotextile", ISOPE-2010 Beijing Conference, pp.720~725 (2010)
  4. Ahn, D.H, "Effects of Yeild of geotextile on Bearing Mechanism of Very Soft Ground Covered with Geotextile", International Conferences on Geotechnical and Geo-Environmental Engineering cum (7th) Ground Improvement Techniques, pp.43~50 (2010)
  5. Crisfield,M.A, "A Fast Incremental", iterative Solution Procedure that Handles Snap Through, 1981, pp.13, 55~62
  6. Fukusumi, K, "Surface Soil Stabilization of Soft Ground Using Vinylon Sheet", The 22th Conferences on Geotechnical Engineering, pp.1~4 (1967)
  7. 함태규, "보강재의 구속조건에 따른 초연약지반의 지지력개선효과에 관한 연구", 한국토목섬유학회 논문집, 7(3), pp.41~49 (2008), 한국토목섬유학회
  8. 함태규, "보강재의 강성도를 고려한 연약지반 표층처리공법 지지력 산정방법에 관한 연구", 한국토목섬유학회 논문집, 8(2), pp.11~20 (2009), 한국토목섬유학회
  9. Ortiz, M, "An Analysis of a New Class of Integration Algorithms for Elasoplasic Constitutive Relations", International Journal for Numerical Method in Engineering, 23, pp.353~366 (1986)
  10. Watari, Y, "Field study of behavior of geogrids and soft ground", 3tj Int. Conf. of Geotextiles, pp.187~191 (1986)
  11. Yamanouchi, T, "Suggestion of Rational Bearing Capacity Formula for Surface Soil Stabilization Using Sheet", Weekly News of Engineering in Kyushu University, 201~207 (1979)

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