102
Views
3
CrossRef citations to date
0
Altmetric
Original Articles

Analysis of pressure on the roof of a culvert underneath a ditch with compressible material covered by a geosynthetic layer

, &
Pages 1025-1041 | Received 01 Jul 2017, Accepted 21 Dec 2018, Published online: 07 Feb 2019

References

  • Abhijit, D., & Bratish, S. (1991). Large-scale model test on square box culvert backfilled with sand. ASCE Journal of Geotechnical Engineering, 117(1), 156–161. doi:10.1061/(ASCE)0733-9410(1991)117:1(156)
  • Bennett, R. M., Wood, S. M., Drumm, E. C., & Rainwater, N. R. (2005). Vertical loads on concrete box culverts under high embankments. Journal of Bridge Engineering, 10(6), 643–649. doi:10.1061/(ASCE)1084-0702(2005)10:6(643)
  • Bosscher, P. J., Edil, T. B., & Eldin, N. N. (1992). Construction and performance of a shredded waste tire test embankment. (Transportation Research Record No. 1345), pp. 44–52. Washington, DC: Transportation Research Board.
  • Chen, B. G., Zheng, J. J., & Han, J. (2010). Experimental study and numerical simulation on concrete box culverts in trenches. ASCE Journal of Performance of Constructed Facilities, 24(3), 221–232. doi:10.1061/(ASCE)CF.1943-5509.0000098
  • Chen, Y. M., Cao, W. P., & Chen, R. P. (2008). An experimental investigation of soil arching within basal reinforced and unreinforced piled embankments. Geotextiles and Geomembranes, 26(2), 164–174. doi:10.1016/j.geotexmem.2007.05.004
  • Dancygier, A. N., & Yankelevsky, D. Z. (1996). A soft layer to control the soil arching above a buried structure. ASCE Engineering Structures, 18(5), 378–386. doi:10.1016/0141-0296(95)00063-1
  • El Sawwaf, M. A. (2007). Behavior of strip footing on geogrid-reinforced sand over a soft clay slope. Geotextiles and Geomembranes, 25(1), 50–60. doi:10.1016/j.geotexmem.2006.06.001
  • Hoeg, K. (1968). Stresses against underground structural cylinders. ASCE Journal of the Soil Mechanics and Foundation Division, 94(SM4), 833–858.
  • Kang, J., Parker, F., & Yoo, C. H. (2007). Soil-structure interaction and imperfect trench installations for deeply buried concrete pipes. Journal of Geotechnical and Geoenvironmental Engineering, 133(3), 277–285. doi:10.1061/(ASCE)1090-0241(2007)133:3(277)
  • Lee, J. H., Salgado, R., Bernal, A., & Lovell, C. W. (1999). Shredded tires and rubber-sand as lightweight backfill. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 125(2), 132–141. doi:10.1061/(ASCE)1090-0241(1999)125:2(132)
  • Low, B. K., Tang, S. K., & Choa, V. (1994). Arching in piled embankments. ASCE Journal of Geotechnical Engineering, 120(11), 1917–1938. doi:10.1061/(ASCE)0733-9410(1994)120:11(1917)
  • Marston, A., & Anderson, A. O. (1913). The theory of loads on pipes in ditched and tests of cement and clay drain tile and sewer pipes (Bulletin 31). Ames, IA: Iowa Engineering Experiment Station.
  • Marston, A. (1930). The theory of external loads on closed conduits in the light of the latest experiments (Bulletin 96). Ames, IA: Iowa Engineering Experiment Station.
  • McAffee, R. P., & Valsangkar, A. J. (2005). Performance of an induced trench installation (pp. 230–237; Transportation Research Record, No. 1936). Washington, DC: Transportation Research Board. doi:10.3141/1936-26
  • Okabayashi, K., & Ohtami, W. (1994). Centrifugal model test for reducing earth underground structure pressure on the culvert by using the flexible material. Proceedings of the fourth international offshore and polar engineering conference, vol. 1, International Society of Offshore and Polar Engineers (ISOPE), Golden, CO, pp. 620–624.
  • Penman, A. D. M., Charles, J. A., Nash, J. K., & Humphreys, J. D. (1975). Performance of culvert under Winscar dam. Geotechnique, 25(4), 713–730. doi:10.1680/geot.1975.25.4.713
  • Song, Y. K., Zheng, Y. R., & Zhang, Y. F. (2008). Study on stability analysis of reinforced soil retaining walls. Journal of Hunan University (Natural Sciences), 35(11), 166–171. (in Chinese).
  • Spangler, M. G. (1950). A theory on loads on negative projecting conduits. Highway Research Board Proceedings on Transportation Research Board Business Office, Washington, DC, USA, pp. 153–161.
  • Stone, K. J. L., Hensley, P. J., & Taylor, R. N. (1991). Centrifuge study of rectangular box culverts. Proceedings of the international conference centrifuge 91, Balkema, Rotterdam, Netherlands, pp. 107–112.
  • Sun, L., Hopkins, T., & Beckham, T. (2005). Stress reduction by ultra-lightweight geofoam for high fill culvert: Numerical analysis. Proceedings of the 13th Great Lakes Geotechnical and Geoenvironmental Conference, ASCE, Milwaukee Wisconsin, United States, pp. 146–154. doi:10.1061/40821(181)12
  • Upton, R. J., & Machan, G. (1993). Use of shredded tires for lightweight fill (pp. 36–45; Transportation Research Record No. 1422). Washington, DC: Transportation Research Board.
  • Vaslestad, J., Jobansen, T. H., & Tobm, W. (1993). Load reduction on rigid culverts beneath high fills: long-teen behavior (pp. 36–45; Transportation Research Record No. 1415). Washington, DC: Transportation Research Board.
  • Wang, X. M., & Gu, A. Q. (1990). Research on methods of vertical earth pressure reduction on top-buried pipes. Chinese Journal of Geotechnical Engineering, 12(3), 83–89. (in Chinese). doi:10.3321/j.issn:1000-4548.1990.03.009
  • Yang, X. W., & Zhang, Y. X. (2005). Study on the method and theory of load reduction by reinforcement bridge for the culvert beneath high filling. Chinese Journal of Rock Mechanics and Engineering, 24(9), 1561–1571. (in Chinese). doi:10.3321/j.issn:1000-6915.2005.09.016
  • Yang, X. W. (2006). Research on the earth pressure theory and reinforcement load reduction for the culverts beneath high fill. Peking: China communications Press. (in Chinese).
  • Zheng, J. J., Chen, B. G., Lu, Y. E., Abusharar, S. W., & Yin, J. H. (2009). The performance of an embankment on soft ground reinforced with geosynthetics and pile walls. Geosynthetics International, 16(3), 173–182. doi:10.1680/gein.2009.16.3.173

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.