تعیین معماری سیستم ریشة نهال‌های راش از منظر زیست‌مهندسی خاک

 [1] Ip, J. (2011). The Role of Roots in Slope Stability. University of British Columbia, Forestry Undergraduate Theses, 19 p.

[2] Gray, D.H. & Sotir, R.B. (1996). Biotechnical and soil bioengineering slope stabilization: a practical guide for erosion control. John Wiley & Sons.

[3] Bischetti, G.B., Bassanelli, C., Chiaradia, E.A., Minotta, G. & Vergani, C. (2016). The effect of gap openings on soil reinforcement in two conifer stands in northern Italy. Forest Ecology and Management, 359(1), 286-299.

[4] Wu, W. (2016). Recent Advances in Modelling Landslides and Debris Flows. Springer, Netherlands, 322 p.

[5] Sun, H.L., Li, S.C., Xiong, W.L., Yang, Z.R. & Cui, B.S. (2008). Influence of slope on root system anchorage of Pinus yunnanensis. Ecological Engineering, 32(1), 60-67.

[6] Norris, J.E., Stokes, A., Mickovski, S.B., Cammeraat, E., Van Beek, R., Nicoll, B.C. & Achim, A. (2008). Slope Stability and Erosion Control: Ecotechnological Solutions, Springer, Netherlands, 288 pp. [7] Zhiyong, Z.H.A.N.G., Baomin, F.A.N., Chao, S.O.N.G., Xiaoxian, Z.H.A.N.G., Qingwen, Z. H.A.O. & Bing, Y.E. (2022). Advances in root system architecture: functionality, plasticity, and research methods. Journal of Resources and Ecology, 14(1), 15-24

[8] Dumroese, R.K., Terzaghi, M., Acevedo, M., Lasserre, B., Scippa, G.S., Baggett, L. S., Chiatante, D. & Montagnoli, A. (2022). Root system architecture of Pinus ponderosa three decades after copper root pruning in a container nursery. New Forests, 53(6), 983-1001.

[9] Yen, C.P. (1987). Tree root patterns and erosion control. Proceeding of the international workshop on soil erosion and its counter-measures. p. 92-111.

[10] Fu, J.T., Hu, X.S., Brierley, G., Qiao, N., Yu, Q.Q., Lu, H. J., Li, G.R. & Zhu, H.L. (2016). The influence of plant root system architectural properties upon the stability of loess hillslopes, Northeast Qinghai, China. Journal of Mountain Science, 13(5), 785-801.

[11] Saifuddin, M., Osman, N. & Khandaker, M.M. (2022). Evaluation of root profiles and engineering properties of plants for soil reinforcement. Journal of Tropical Forest Science, 34(2), 176-186.

[12] Mairaing, W., Jotisankasa, A., Leksungnoen, N., Hossain, M., Ngernsaengsaruay, C., Rangsiwanichpong, P., Jarunee Pilumwong, J., Pramusandi, S., Semmad, S., & Ahmmed, A.N.F. (2024). A biomechanical study of potential plants for erosion control and slope stabilization of highland in Thailand. Sustainability, 16(15), 6374.

[13] Majnounian, B. & Etter, H. (1992). Management plan revision for the district of Patom. Iranian Journal of Natural Resources, Special Issue, 104 p.

[14] Trachsel, S., Kaeppler, S.M., Brown, K.M. & Lynch, J.P. (2011). Shovelomics: high throughput phenotyping of maize (Zea mays L.) root architecture in the field. Plant Soil, 341(1), 75-87.

[15] Morgan, R.P. & Rickson, R. J. (2003). Slope stabilization and erosion control: a bioengineering approach. Taylor & Francis. 306 p.

[16] Zhang, C., Chen, L., Jiang, J. & Zhou, S. (2012). Effects of gauge length and strain rate on the tensile strength of tree roots. Trees, 26(5), 1577-1584.

[17] Fan, Y., Miguez-Macho, G., Jobbagy, E.G., Jackson, R.B. & Otero-Casal, C. (2017). Hydrologic regulation of plant rooting depth. Proceedings of the National Academy of Sciences, USA 114, 10572-10577.

[18] Jackson, R.B., Canadell, J., Ehleringer, J.R., Mooney, H.A., Sala, O.E. & Schulze, E.D. (1996). A global analysis of root distributions for terrestrial biomes. Oecologia, 108(3), 389-411.

[19] Tobin, B., Čermák, J., Chiatante, D., Danjon, F., Di Iorio, A., Dupuy, L., Eshel, A., Jourdan, C., Kalliokoski, T., Laiho, R., Nadezhdina, N., Nicoll, B., Pagès, L., Silva, J. & Spanos, I. (2007). Towards developmental modelling of tree root systems. Plant Biosystems, 141(3), 481-501.

[20] Wang, X., Ma, C., Wang, Y., Wang, Y., Li, T., Dai, Z. & Li, M. (2020). Effect of root architecture on rainfall threshold for slope stability: variabilities in saturated hydraulic conductivity and strength of root-soil composite. Landslides, 17(8), 1965-1977.

[21] Saifuddin, M. & Osman, N. (2014). Evaluation of hydro-mechanical properties and root architecture of plants for soil reinforcement. Current Science, 845-852.

[22] Abdi, E. (2018). Root tensile force and resistance of several tree and shrub species of Hyrcanian forest, Iran. Croatian Journal of Forest Engineering, 39(2), 255-270.