Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (10): 3717-3723.doi: 10.16285/j.rsm.2018.1338

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Strength properties of root compound soil and morphological observation of plant root

KONG Gang-qiang1, WEN Lei1, LIU Han-long2, WANG Cheng-qing1   

  1. 1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu 210098, China; 2. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400450, China
  • Received:2018-07-23 Online:2019-10-11 Published:2019-10-19
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51478165).

Abstract: The spatial distribution of the root system has a significant effect on the shear strength of the composite soil. In recent years, the rapid development of the transparent soil test technology provides suitable technical support for visual observation of plant root distribution. Based on the transparent clay manufactured by Carbopol Ultrez 10, the distribution patterns of two plant root systems (tall fescue and vetiver) were visually observed in the growing processes. The growth of rhizomes in natural sand and natural clay was also carried out for comparative analysis. Based on the vane shear test method, the strengths of tall fescue root reinforced composite soil with different spatial distributions (such as vertical, inclined, intersect and mixed) were measured in detail. The optimum root content, root enhancement effect coefficient, and surface reinforcement effect were also discussed. The results show that the optimal root content in the transparent clay material is about 0.35%, and the root enhancement effect coefficient of the mixed root system is the largest, about 1.4-1.5 under this experimental condition.

Key words: vegetation, transparent clay, root compound soil, vane shear test

CLC Number: 

  • TU 47
[1] ZHOU Cui-ying, ZHAO Shan-shan, YANG Xu, LIU Zhen, . Improvement of eco-ester materials on sandy soils and engineering slope protection [J]. Rock and Soil Mechanics, 2019, 40(12): 4828-4837.
[2] CHEN Jin-long, LI Jin-hui, CHENG Peng, SONG Lei, ZHOU Teng. Field test on seepage performance of soil cover with different types of vegetation [J]. , 2018, 39(1): 222-228.
[3] XIAN Shao-hua, XU Ying-zi, YAO Hai-lin, LU Zheng, LI Zhi-yong, DONG Cheng,. Model test study of constraint to deformation of expansive soil by anchor reinforced vegetation system [J]. , 2017, 38(S1): 158-166.
[4] LI Xiong-wei ,WANG Ai-jun ,WANG Yong ,WANG Ji-guo ,LI Shu-jin,. Laboratory model test on fissure development and moisture-heat behavior of expansive soil under action of continuous evaporation [J]. , 2014, 35(S1): 141-148.
[5] LI Xiong-wei , WANG Ai-jun , WANG Yong,. Laboratory model test on moisture-heat and fissure behavior of expansive soil under action of rainfall and evaporation [J]. , 2014, 35(9): 2473-2478.
[6] ZHANG Yong , ZHAO Yun-yun , GAO Wen-long . Experimental study of foundation treatment with vacuum well-point dewatering [J]. , 2014, 35(9): 2667-2672.
[7] LI Xiong-wei ,KONG Ling-wei ,GUO Ai-guo . Permeability and mechanical characteristics of expansive soil and cut slope protection mechanism under vegetation action [J]. , 2013, 34(1): 85-91.
[8] GAO Yan-bin ,GUO Yong-fa ,YE Guan-bao. Polygonal line strength equation of soft soil and its application considering soil structure [J]. , 2011, 32(7): 2128-2132.
[9] XIA Zhen-yao , XU Wen-nian , WANG Le-hua. Research on characteristics of early strength of ecological slope-protected base material of vegetation-growing concrete [J]. , 2011, 32(6): 1719-1724.
[10] LI Xiong-wei, KONG Ling-wei, GUO Ai-guo. Field response characteristic test of expansive soil engineering behavior under effect of atmosphere [J]. , 2009, 30(7): 2069-2074.
[11] CHEN Jian-bin, KONG Ling-wei, ZHAO Yan-lin, Lü Hai-bo. On influence factors of suction and deformation of unsaturated soil under evaporation and transpiration effect [J]. , 2007, 28(9): 1767-1772.
[12] SHI Qian. Test research on influence of vegetation on mechanical parameters of soils [J]. , 2005, 26(12): 2027-2030.
[13] ZHANG Ji-ru, ZHU Rui-geng, CHEN Xu-qiao. Stability analysis of geocells with vegetation used for controlling erosion of rocky slopes [J]. , 2003, 24(3): 359-362.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!