Citation: | DENG Ming-jiang, CAI Zheng-yin, ZHU Xun, ZHANG Chen. Failure mechanism and reinforcement measures of shallow slopes of expansive soils in Northern Xinjiang[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 50-55. DOI: 10.11779/CJGE2020S2009 |
[1] |
邓铭江. 新疆水资源及可持续利用[M]. 北京: 中国水利水电出版社, 2005.
DENG Ming-jiang. Water Resource of Xinjiang and Sustainable Use[M]. Beijing: China Water Resources and Hydropower Press, 2005. (in Chinese)
|
[2] |
邓铭江. 中国西北“水三线”空间格局与水资源配置方略[J]. 地理学报, 2018, 73(7): 1189-1203. https://www.cnki.com.cn/Article/CJFDTOTAL-DLXB201807002.htm
DENG Ming-jiang. “Three Water Lines” strategy: its spatial patterns and effects on water resources allocation in northwest China[J]. Acta Geographica Sinica, 2018, 73(7): 1189-1203. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DLXB201807002.htm
|
[3] |
蔡正银, 黄英豪. 咸寒区渠道冻害评估与处治技术[M]. 北京: 科学出版社, 2015.
CAI Zheng-yin, HUANG Ying-hao. Evaluation and Treatment Technology of Frost Damage in Canalsin Saline and Cold Regions[M]. Beijing: Science Press, 2015 (in Chinese)
|
[4] |
刘静德, 李青云, 龚壁卫. 南水北调中线膨胀岩膨胀特性研究[J]. 岩土工程学报, 2011, 33(5): 826-830. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201105030.htm
LIU Jing-de, LI Qing-yun, GONG Bi-wei. Swelling properties of expansive rock in middle route project of South-to-North Water Diversion[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(5): 826-830. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201105030.htm
|
[5] |
张晨, 蔡正银, 黄英豪, 等. 输水渠道冻胀离心模拟试验[J]. 岩土工程学报, 2016, 38(1): 109-117. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201601013.htm
ZHANG Chen, CAI Zheng-yin, HUANG Ying-hao, et al. Centrifuge modelling of frost-heave of canals[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(1): 109-116. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201601013.htm
|
[6] |
陈生水, 郑澄锋, 王国利. 膨胀土边坡长期强度变形特性和稳定性研究[J]. 岩土工程学报, 2007, 29(6): 795-799.
CHEN Sheng-shui, ZHENG Cheng-feng, WANG Guo-li. Researches on long-term strength deformation characteristics and stability of expansive soil slopes[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 795-799. (in Chinese)
|
[7] |
MORGENSTERN N R, PRICE V E. The analysis of the stability of general slip surfaces[J]. Géotechnique, 1965, 15(1): 79-93. doi: 10.1680/geot.1965.15.1.79
|
[8] |
程展林, 龚壁卫. 膨胀土边坡[M]. 北京: 科学出版社, 2015.
CHENG Zhan-lin, GONG Bi-wei. Expansive Soil Slope[M]. Beijing: Science Press, 2015. (in Chinese)
|
[9] |
包承纲. 非饱和土的性状及膨胀土边坡稳定问题[J]. 岩土工程学报, 2004, 26(1): 1-15. doi: 10.3321/j.issn:1000-4548.2004.01.001
BAO Cheng-gang. Behavior of unsaturated soil and stability of expansive soil slope[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 1-15. (in Chinese) doi: 10.3321/j.issn:1000-4548.2004.01.001
|
[10] |
朱洵, 蔡正银, 黄英豪, 等. 湿干冻融耦合循环及干密度对膨胀土力学特性影响的试验研究[J]. 水利学报, 2020, 51(3): 286-294.
ZHU Xun, CAI Zheng-yin, HUANG Ying-hao, et al. Research on mechanical properties of expansive soils under cyclic action of coupling wetting-drying and freeze-thaw and density[J]. Journal of Hydraulic Engineering, 2020, 51(3): 286-294. (in Chinese)
|
[11] |
朱洵, 蔡正银, 黄英豪, 等. 湿干冻融耦合循环作用下膨胀土力学特性及损伤演化规律研究[J]. 岩石力学与工程学报, 2019, 38(6): 1233-1241. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201906014.htm
ZHU Xun, CAI Zheng-yin, HUANG Ying-hao, et al. Research on mechanical properties and damage evolution law of expensive soils under the cyclic action of coupling wetting-drying and freeze-thaw[J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(6): 1233-1241. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201906014.htm
|
[12] |
蔡正银, 陈皓, 黄英豪, 等. 考虑干湿循环作用的膨胀土渠道边坡破坏机理研究[J]. 岩土工程学报, 2019, 41(11): 1977-1982.
CAI Zheng-yin, CHEN Hao, HUANG Ying-hao, et al. Failure mechanism of canal slopes of expansive soils considering action of wetting-drying cycles[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 1977-1982. (in Chinese)
|
[13] |
蔡正银, 朱洵, 黄英豪, 等. 湿干冻融耦合循环作用下膨胀土裂隙演化规律[J]. 岩土工程学报, 2019, 41(8): 1381-1389.
CAI Zheng-yin, ZHU Xun, HUANG Ying-hao, et al. Evolution rules of fissures in expansive soils under cyclic action of coupling wetting-drying and freeze-thaw[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(8): 1381-1389. (in Chinese)
|
[14] |
蔡正银, 朱洵, 黄英豪, 等. 冻融过程对膨胀土裂隙演化特征的影响[J]. 岩土力学, 2019, 40(12): 4555-4563.
CAI Zheng-yin, ZHU Xun, HUANG Ying-hao, et al. Influences of freeze-thaw process on evolution characteristics of fissures in expensive soil[J]. Rock and Soil Mechanics, 2019, 40(12): 1-9. (in Chinese)
|
[15] |
KHAN M S, HOSSAIN S, AHMED A, et al. Investigation of a shallow slope failure on expansive clay in Texas[J]. Engineering Geology, 2017, 219: 118-129.
|
[16] |
DONKOR P, OBONYO E. Compressed soil blocks: Influence of fibers on flexural properties and failure mechanism[J]. Construction and Building Materials, 2016, 121: 25-33.
|
[17] |
唐朝生, 施斌, 崔玉军. 土体干缩裂隙的形成发育过程及机理[J]. 岩土工程学报, 2018, 40(8): 1415-1423.
TANG Chao-sheng, SHI Bin, CUI Yu-jum. Behaviors and mechanisms of desiccation cracking of soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1415-1423. (in Chinese)
|
[18] |
柴波, 殷坤龙, 简文星, 等. 红层水岩作用特征及库岸失稳过程分析[J]. 中南大学学报(自然科学版), 2009, 40(4): 1092-1098. https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD200904043.htm
CHAI Bo, YIN Kun-long, JIAN Wen-xing, et al. Analysis of water-rock interaction characteristics and bank slope failure process of red-bed[J]. Journal of Central South University (Science and Technology), 2009, 40(4): 1092-1098. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZNGD200904043.htm
|
[19] |
李黎, 曹明莉. 混杂纤维增强水泥基复合材料弯曲韧性与纤维增强指数的定量关系[J]. 复合材料学报, 2018, 35(5): 1349-1353. https://www.cnki.com.cn/Article/CJFDTOTAL-FUHE201805037.htm
LI Li, CAO Ming-li. Quantitative relationship between flexural toughness and fiber reinforcing index of hybrid fiber reinforced cementitious composites[J]. Acta Materiae Compositae Sinica, 2018, 35(5): 1349-1353. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-FUHE201805037.htm
|
[1] | WANG Wei, CHEN Chaowei, LIU Shifan, CAO Yajun, DUAN Xuelei, NIE Wenjun. Experimental study on permeability and effective porosity of anisotropic layered phyllite[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 445-451. DOI: 10.11779/CJGE20230184 |
[2] | Study of the tunnel face failure mechanism and soil arching effect in auxiliary air balanced shield using the three-dimensional Material Point Method[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240222 |
[3] | CAO Xue-shan, YUAN Jun-ping, DING Guo-quan. Numerical simulation of air resistance of French drains beneath geomembrane in field vacuuming tests[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(10): 1780-1788. DOI: 10.11779/CJGE202210003 |
[4] | ZHANG Zhao, LIU Feng-yin, LI Rong-jian, CHAI Jun-rui, GU Yu. New approach to predict relative air permeability based on water retention curve for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(z2): 280-285. DOI: 10.11779/CJGE2016S2046 |
[5] | LI Wang-lin, LIU Zhan-lei, MENG Xiang-tao, XU Fang. Experimental study on air expansion deformation of geomembrane under ring-restrained conditions[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(6): 1147-1151. DOI: 10.11779/CJGE201606023 |
[6] | YU Hai-hao, WEI Chang-fu, YAN Rong-tao, FU Xin-hui, MA Tian-tian. Effects of pore solution concentrations on shear strength of clay[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 564-569. DOI: 10.11779/CJGE201503023 |
[7] | ZHOU Shu-wei, XIA Cai-chu, ZHANG Ping-yang, ZHOU Yu. Analytical approach for stress induced by internal pressure and temperature of underground compressed air energy storage in a circular lined rock cavern[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 2025-2035. DOI: 10.11779/CJGE201411008 |
[8] | CHU Xihua. Evolution of porosity and pore water pressure of granular materials based on continuum model[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1255-1257. |
[9] | SHEN Zhujiang. Exploitation of practical use of unsaturated soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 256-259. |
[10] | Shen Zhujiang. Earth pressure of clay based on effective consolidation stress theory[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3): 353-356. |