In this study need to construct the criteria of landslide area protection for the selected vegetation materials in considering their characteristics and the soil solidities for the root system. Selection three pioneer plants, India-charcoal Trema, Formosan alder and Roxburgh sumac, doing destructive pulling resistance test. By the weight of plant above the ground, weight of root-soil, and get non-destructive resistance models. With the diameter of the tree just above the ground, were derived with multi-variable regression analysis, respectively. The models gave higher statistical regression coefficients when they were compared with the results of relative researches. The significant level factors to influence the plant pulling resistance capacity are climate and soil properties that fitting models of root strength provided the quantitative prediction on slope stability in the landslide areas.
Published in | American Journal of BioScience (Volume 4, Issue 3) |
DOI | 10.11648/j.ajbio.20160403.12 |
Page(s) | 28-33 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2016. Published by Science Publishing Group |
Pioneer Plant, Pulling Resistance, Nondestructive Models
[1] | Abe, K. and R. R. Ziemer, “Effect of tree roots on a shear zone: modeling reinforced shear stress,” Can. Journal Forest Research, 1991, 21: 1012-1019. |
[2] | Abe, K. and M. Iwamoto, “Simulation model for the distribution of tree roots –application to a slope stability model,” Journal of Japanese Forest Society, 1996, 72(2): 375-387. (Jap) |
[3] | Chang, C. P. and S. H. Lin, “Root strength characteristics of dominant plants at landslide area in Central Cross-Island Highway Taiwan,” Chinese Soil Water Conservation, 1995, 26(4): 235-243. |
[4] | Chang C. P., Y. C. Chen, S. H. Lin, C. C. Chen, “Development of nondestructive root strength models on pioneer plants for earthquake’s landslides areas in Taiwan,” International Agricultural Engineering Journal AAAE, 2005, 14(3): 109-115. |
[5] | Chang C. P., F. C. Lin, T. C. Liang, Y. C. Chen, “Study on vegetation landscape, ecological characteristics and soil conservation for riverbank in Taiwan,” Wuhan University Journal of Nature Science, 2007, 12(4): 701-707. |
[6] | Chen, Yi-Chang, C. P. Chang, S. H. Lin, “Analysis on Root Strength Model of Pioneer Plants in Landslides Scars,” Researches on mountain disasters and environmental protection across Taiwan Strait, 2002, 3: 413-419. |
[7] | Chen Yi-Chang, Shin-Hwei Lin, Chung-Li Hsu, Jung-Pin Chang, “Study on the pulling resistance of pioneer plant in landslide scars conservation,” Journal of slopeland hazard prevention, 2013, 12(2): 1-13. |
[8] | Cofie, P. and A. J. Koolen, “Test speed and other factors affecting the measures of tree root properties used in soil reinforcement models,” Soil and Tillage Research, 2001, 63: 51-56. |
[9] | Huang Shih-Yang, “Study on Root Strength Characteristics for Dominant Trees in Landslides Area of Shi-Men Reservoir Watershed,” Department of Soil and Water Conservation National Chung Hsing University, 2009, Master Dissertation. |
[10] | Huang Chun-Jen, “The Study of Root Characteristic and Water Physiology of Clerodendron inerme and Pluchea indica,” Department of Soil and Water Conservation National Chung Hsing University, 2001, Master Dissertation. |
[11] | Lin Der-Guay, Bei-Jian Chiou, Sheng-Hsien Wang, Shin-Hwei Lin, “3-D Mechanical Conversion Model for the Soil-Root System of the Predominant Plant in the Shi-Men Watershed,” Journal of Chinese Soil and Water Conservation, 2013, 44(2): 105-120. |
[12] | Lin Der-Guey, Bor-Shun Huang, Sheng-Hsien Wang, “The Effect of Indiacharcial Trema Root on the Shear Strength Increment of Soil/Root System,” Journal of Soil and Water Conservation, 2010, 42(4): 409-422. |
[13] | Lin Shin-Hwei, “Study on the growth and root strength of Roxburgh sumac and Dense-flowered False-nettle in Limestone Mining area,” Journal of Soil and Water Conservation, 1995, 24(1):89-99. |
[14] | Lin Shin-Hwei and Chyi-Chih Kao, “The Root Strength of Thorny Bamboo at Mudstone Area In Southwest Taiwan,” Journal of Chinese Soil and Water Conservation, 1999, 30(1): 1-12. |
[15] | Lin Shin-Hwei, Yi-Chang Chen, Cheng-Yu Shih, “Study on Root Strength Model of Dominant Plants in Limestone Mining Area,” Proceeding of the 13th hydraulic engineering conference, 2002, pp. 69-76. |
[16] | Lin Shin-Hwei, Yi-Chang Chen, Chun-Pin Chang, Ming-Te Sun, “In-Situ Pullout Resistance and Modeling of Pluchea carolinensis in Limestone Mining Spoils,” Journal of Agriculture and Forest, 2004a, 53(4): 293-306. |
[17] | Lin Shin-Hwei, Chi-Sheng Hung, Huang Chun-Jen, “Study on Vegetation Association after Hydroseeding Proceeding on Landslides’ area,” Journal of Soil and Water Conservation, 2004b, 36(1): 35-56. |
[18] | Lin Shin-Hwei, Hung-Ta Yang, Yi-Chang Chen, “The Growth and Root Strength of Lagerstroemia subcostata Vegetation Stake,” Journal of Chinese Soil and Water Conservation, 2005, 36(2): 123-132. |
[19] | Makarova, O. V., P. Cofie and A. J. Koolen, “Axial stress-strain relationships of fine roots of Beech and Larch in loading to failure and in cyclic loading,” Soil & Tillage Research, 1998, 45: 175-187. |
[20] | Myers, R. H., “Classical and Modern Regression with Applications,” PWS and Kent Publishing Co., 1986, p 137-211. |
[21] | Pabin, J., J. Lipiec, S. Wlodek, A. Biskupski and A. Kaus, “Critical soil bulk density and strength for pea seeding root growth as related to other soil factors,” Soil and Tillage Research, 1998, 46: 203-208. |
[22] | Waldron, L. J., “The shear resistance of root permeated homogeneous and stratified soil,” Soil Sci. Soc. Am. J., 1977, 41(3): 843-849. |
[23] | Yang Ching-jung, S. H. Lin, Y. C. Chen, “Study on the Models Pullout Resistance of Saccharum Spontaneum L.,” Journal of Soil and Water Conservation, 2005, 37(2): 139-154. |
[24] | Yi-Chang Chen, Edward Ching-Ruey Luo, “Pulling Resistance and Modeling of Dominant Plants in Limestone Mining Spoils,” Internal journal of engineering research and applications, 20144(3): 275-279 |
[25] | Yu Hsin-Wan, Chu-hui Chen, Ray-Shyan Wu, Hsiu-Ting Chen, “The study of the root strength models and the shear strength increment on the soil-root system,” Journal of Taiwan Agricultural Engineering, 2007, 54(4): 83-97. |
[26] | Yun J. P., “Root system moulds for suitable efficiency of soil and water conservation,” [C] Seminar on vegetation for soil and water conservation. Taichung, 2000, pp. 127-137. |
APA Style
Chun-Pin Chang, Ta-Ching Liang. (2016). Evaluation on Nondestructive Plant Strength for Typhoon and Earthquake Areas in Taiwan. American Journal of BioScience, 4(3), 28-33. https://doi.org/10.11648/j.ajbio.20160403.12
ACS Style
Chun-Pin Chang; Ta-Ching Liang. Evaluation on Nondestructive Plant Strength for Typhoon and Earthquake Areas in Taiwan. Am. J. BioScience 2016, 4(3), 28-33. doi: 10.11648/j.ajbio.20160403.12
AMA Style
Chun-Pin Chang, Ta-Ching Liang. Evaluation on Nondestructive Plant Strength for Typhoon and Earthquake Areas in Taiwan. Am J BioScience. 2016;4(3):28-33. doi: 10.11648/j.ajbio.20160403.12
@article{10.11648/j.ajbio.20160403.12, author = {Chun-Pin Chang and Ta-Ching Liang}, title = {Evaluation on Nondestructive Plant Strength for Typhoon and Earthquake Areas in Taiwan}, journal = {American Journal of BioScience}, volume = {4}, number = {3}, pages = {28-33}, doi = {10.11648/j.ajbio.20160403.12}, url = {https://doi.org/10.11648/j.ajbio.20160403.12}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajbio.20160403.12}, abstract = {In this study need to construct the criteria of landslide area protection for the selected vegetation materials in considering their characteristics and the soil solidities for the root system. Selection three pioneer plants, India-charcoal Trema, Formosan alder and Roxburgh sumac, doing destructive pulling resistance test. By the weight of plant above the ground, weight of root-soil, and get non-destructive resistance models. With the diameter of the tree just above the ground, were derived with multi-variable regression analysis, respectively. The models gave higher statistical regression coefficients when they were compared with the results of relative researches. The significant level factors to influence the plant pulling resistance capacity are climate and soil properties that fitting models of root strength provided the quantitative prediction on slope stability in the landslide areas.}, year = {2016} }
TY - JOUR T1 - Evaluation on Nondestructive Plant Strength for Typhoon and Earthquake Areas in Taiwan AU - Chun-Pin Chang AU - Ta-Ching Liang Y1 - 2016/07/19 PY - 2016 N1 - https://doi.org/10.11648/j.ajbio.20160403.12 DO - 10.11648/j.ajbio.20160403.12 T2 - American Journal of BioScience JF - American Journal of BioScience JO - American Journal of BioScience SP - 28 EP - 33 PB - Science Publishing Group SN - 2330-0167 UR - https://doi.org/10.11648/j.ajbio.20160403.12 AB - In this study need to construct the criteria of landslide area protection for the selected vegetation materials in considering their characteristics and the soil solidities for the root system. Selection three pioneer plants, India-charcoal Trema, Formosan alder and Roxburgh sumac, doing destructive pulling resistance test. By the weight of plant above the ground, weight of root-soil, and get non-destructive resistance models. With the diameter of the tree just above the ground, were derived with multi-variable regression analysis, respectively. The models gave higher statistical regression coefficients when they were compared with the results of relative researches. The significant level factors to influence the plant pulling resistance capacity are climate and soil properties that fitting models of root strength provided the quantitative prediction on slope stability in the landslide areas. VL - 4 IS - 3 ER -