Citation: | NI Jing, WANG Zi-teng, GENG Xue-yu. Experimental study on combined plant-biopolymer method for soil stabilization[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(11): 2131-2137. DOI: 10.11779/CJGE202011019 |
[1] |
赵森, 曾芳金, 王军, 等. 絮凝-真空预压加固吹填淤泥试验研究[J]. 岩石力学与工程学报, 2016, 35(6): 1291-1296. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201606022.htm
ZHAO Sen, ZENG Fang-jin, WANG Jun, et al. Experimental study of flocculation combined with vacuum preloading to reinforce silt foundation[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(6): 1291-1296. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201606022.htm
|
[2] |
倪静, 朱颖, 陈有亮, 等. 循环荷载作用下竖向排水板加固软黏土的孔隙水压力累积特性研究[J]. 岩土力学, 2016, 37(2): 383-389, 398. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201602011.htm
NI Jing, ZHU Ying, CHEN You-liang, et al. Cumulative pore water pressure behaviour of soft clays installed with prefabricated vertical drains under cyclic loads[J]. Rock and Soil Mechanics, 2016, 37(2): 383-389, 398. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201602011.htm
|
[3] |
ŚWITALA B M, ASKARINEJAD A, WU W, et al. Experimental validation of a coupled hydro-mechanical model for vegetated soil[J]. Géotechnique, 2018, 68(5): 375-385. doi: 10.1680/jgeot.16.P.233
|
[4] |
王元战, 刘旭菲, 张智凯, 等. 含根量对原状与重塑草根加筋土强度影响的试验研究[J]. 岩土工程学报, 2015, 37(8): 1405-1410. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201508011.htm
WANG Yuan-zhan, LIU Xu-fei, ZHANG Zhi-kai, et al. Experimental research on influence of root content on strength of undisturbed and remolded grassroots-reinforced soil[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(8): 1405-1410. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201508011.htm
|
[5] |
GONZALEZ-OLLAURI A, MICKOVSKI S B. Plant-soil reinforcement response under different soil hydrological regimes[J]. Geoderma, 2017, 285: 141-150. doi: 10.1016/j.geoderma.2016.10.002
|
[6] |
EAB K H, LIKITLERSUANG S, TAKAHASHI A. Laboratory and modelling investigation of root-reinforced system for slope stabilisation[J]. Soils and Foundations, 2015, 55(5): 1270-1281. doi: 10.1016/j.sandf.2015.09.025
|
[7] |
MICKOVSKI S B, VAN-BEEK L P H. Root morphology and effects on soil reinforcement and slope stability of young vetiver (Vetiveria zizanioides) plants grown in semi-arid climate[J]. Plant and Soil, 2009, 324(1/2): 43-56.
|
[8] |
王元战, 刘旭菲, 张智凯. 草根加筋土渗透性和强度试验研究[J]. 防灾减灾工程学报, 2017, 37(1): 140-147. https://www.cnki.com.cn/Article/CJFDTOTAL-DZXK201701022.htm
WANG Yuan-zhan, LIU Xu-fei, ZHANG Zhi-kai. Experimental research on permeability and strength of grassroots-reinforced soil[J]. Journal of Disaster Prevention and Mitigationg Engineering, 2017, 37(1): 140-147. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DZXK201701022.htm
|
[9] |
CHEN C H, WU L, PERDJON M, et al. The drying effect on xanthan gum biopolymer treated sandy soil shear strength[J]. Construction and Building Materials, 2019, 197: 271-279.
|
[10] |
CHANG I, PRASIDHI A K, IM J, et al. Soil treatment using microbial biopolymers for anti-desertification purposes[J]. Geoderma, 2015: 39-47.
|
[11] |
CHANG I, IM J, CHO G-C. Introduction of microbial biopolymers in soil treatment for future environmentally- friendly and sustainable geotechnical engineering[J]. Sustainability, 2016, 8(3): 251. doi: 10.3390/su8030251.
|
[12] |
FATEHI H, ABTAHI S M, HASHEMOLHOSSEINI H, et al. A novel study on using protein based biopolymers in soil strengthening[J]. Construction and Building Materials, 2018, 167: 813-821.
|
[13] |
HATAF N, GHADIR P, RANJBAR N. Investigation of soil stabilization using chitosan biopolymer[J]. Journal of Cleaner Production, 2018, 170: 1493-1500.
|
[14] |
CHANG I, CHO G C. Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay[J]. Acta Geotechnica, 2019, 14(2): 361-375.
|
[15] |
KHATAMI H R, O'KELLY B C. Improving mechanical properties of sand using biopolymers[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(8): 1402-1406.
|
[16] |
CHANG I, CHO G C. Strengthening of Korean residual soil with β-1, 3/1, 6-glucan biopolymer[J]. Construction and Building Materials, 2012, 30: 30-35.
|
[17] |
杨才. 有机燕麦生产[M]. 北京: 中国农业大学出版社, 2010.
YANG Cai. Organic Oat Production[M]. Beijing: China Agricultural University Press, 2010. (in Chinese)
|
[18] |
公路路基设计规范:JTG D30—2015[S]. 2015.
Specifications for Design of Highway Subgrades: JTG D30—2015[S]. 2015. (in Chinese)
|
[19] |
土工试验方法标准:GB/T 50123—2019[S]. 2019.
Standard for Geotechnical Testing Method: GB/T 50123—2019[S]. 2019. (in Chinese)
|
[20] |
周星妍, 曾红玲, 王遵娅, 等. 2018年中国气候主要特征及主要天气气候事件[J]. 气象, 45(4): 543-552. https://www.cnki.com.cn/Article/CJFDTOTAL-QXXX201904009.htm
ZHOU Xing-yan, ZENG Hong-ling, WANG Zun-ya, et al. Climatic characteristics and major meteorological events over China in 2018[J]. Meteorological Monthly, 45(4): 543-552. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QXXX201904009.htm
|
[21] |
MÖLLER A, MÜLLER H W, ABDULLAH A, et al. Urban soil pollution in Damascus, Syria: concentrations and patterns of heavy metals in the soils of the Damascus Ghouta[J]. Geoderma, 2005, 124(1/2): 63-71.
|
[22] |
周成, 路永珍, 黄月华. 香根草加固不同含水率膨胀土的侧限膨胀和直剪试验[J]. 岩土工程学报, 2016, 38(2): 30-35. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2016S2005.htm
ZHOU Cheng, LU Yong-zhen, HUANG Yue-hua. Oedometer expansion and direct shear tests on vetiver root-reinforced expansive soil with different water contents[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(2): 30-35. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2016S2005.htm
|
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