Journal of Jilin University(Earth Science Edition) ›› 2021, Vol. 51 ›› Issue (5): 1544-1550.doi: 10.13278/j.cnki.jjuese.20200289
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Zhang Qi1, Yang Zhongnian1, Shi Wei1, Ling Xianzhang1,2, Tu Zhibin1
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[1] Liu S, Lu Y, Weng L, et al. Field Study of Treatment for Expansive Soil/Rock Channel Slope with Soilbags[J]. Geotextiles and Geomembranes, 2015, 43(4):283-292. [2] Blayi R A, Sherwani A F H, Ibrahim H H, et al. Strength Improvement of Expansive Soil by Utilizing Waste Glass Powder[J]. Case Studies in Construction Materials, 2020, 13:e00427. [3] Narani S S, Abbaspour M, Hosseini S M M M, et al. Sustainable Reuse of Waste Tire Textile Fibers (WTTFs) as Reinforcement Materials for Expansive Soils:With a Special Focus on Landfill Liners/Covers[J]. Journal of Cleaner Production, 2020, 247:119151. [4] 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. Bao Chenggang. Behavior of Unsaturated Soil and Stability of Expansive Soil Slope[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1):1-15. [5] 刘宽, 叶万军, 高海军, 等.干湿环境下膨胀土力学性能劣化的多尺度效应[J]. 岩石力学与工程学报, 2020, 39(10):2148-2159. Liu Kuan, Ye Wanjun, Gao Haijun, et al. Multi-Scale Effects of Mechanical Property Degradation of Expansive Soils Under Drying-Wetting Environments[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(10):2148-2159. [6] 朱斯伊, 王志俭, 曹玲, 等.冻融循环下荆门膨胀土剪切试验研究[J]. 三峡大学学报(自然科学版), 2019, 41(3):59-63. Zhu Siyi, Wang Zhijian, Cao Ling, et al. Shear Test of Jingmen Expansive Soil Under Freezing-Thawing Cycles[J]. Journal of China Three Gorges University (Natural Sciences), 2019, 41(3):59-63. [7] 房建宏, 陈鑫, 徐安花, 等.冻融循环对青藏红黏土物理力学性质影响试验研究[J]. 冰川冻土, 2018, 40(1):62-69. Fang Jianhong, Chen Xin, Xu Anhua, et al. Experimental Study of the Influence of Freezing-Thawing Cycles on Physical and Mechanical Properties of Qinghai-Tibet Red Clay[J]. Journal of Glaciology and Geocryology, 2018, 40(1):62-69. [8] Lu Y, Liu S, Alonso E L, et al. Volume Changes and Mechanical Degradation of a Compacted Expansive Soil Under Freeze-Thaw Cycles[J]. Cold Regions Science and Technology, 2019, 157:206-214. [9] 王也, 王建磊, 鲁洋, 等.南阳膨胀土冻融循环后的土水特征试验研究[J]. 长江科学院院报, 2019, 36(2):91-96. Wang Ye, Wang Jianlei, Lu Yang, et al. Experimental Research on Soil-Water Characteristics of Nanyang Expansive Soil Subjected to Freeze-Thaw Cycles[J]. Journal of Yangtze River Scientific Research Institute, 2019, 36(2):91-96. [10] 王大雁, 马巍, 常小晓, 等.冻融循环作用对青藏黏土物理力学性质的影响[J]. 岩石力学与工程学报, 2005, 24(23):4313-4319. Wang Dayan, Ma Wei, Chang Xiaoxiao, et al. Physico-Mechanical Properties Changes of Qinghai-Tibet Clay Due to Cyclic Freezing and Thawing[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(23):4313-4319. [11] 胡再强, 梁志超, 吴传意, 等.冻融循环作用下石灰改性黄土的力学特性试验研究[J]. 土木工程学报, 2019, 52(增刊1):211-217. Hu Zaiqiang, Liang Zhichao, Wu Chuanyi, et al. Experimental Study on Mechanical Properties of Lime Modified Loess Under Freeze-Thaw Cycle[J]. China Civil Engineering Journal, 2019, 52(Sup.1):211-217. [12] 王天亮, 刘建坤, 彭丽云, 等.冻融循环作用下水泥改良土的力学性质研究[J]. 中国铁道科学, 2010, 31(6):7-13. Wang Tianliang, Liu Jiankun, Peng Liyun, et al. Research on the Mechanical Properties of the Cement-Modified Soil Under the Action of Freezing and Thawing Cycles[J]. China Railway Science, 2010, 31(6):7-13. [13] 许雷, 刘斯宏, 鲁洋, 等.冻融循环下膨胀土物理力学特性研究[J]. 岩土力学, 2016, 37(增刊2):167-174. Xu Lei, Liu Sihong, Lu Yang, et al. Physico-Mechanical Properties of Expansive Soil Under Freeze-Thaw Cycles[J]. Rock and Soil Mechanics, 37(Sup.2):167-174. [14] 土工试验方法标准:GB/T 50123-2019[S]. 北京:中国计划出版社, 1999. Standard for Geotechnial Testing Method:GB/T 50123-2019[S]. Beijing:China Planning Press, 1999. [15] 戴福初, 董文萍, 黄志全, 等. 南水北调中线段原状膨胀土抗剪强度试验研究[J]. 工程科学与技术, 2018, 50(6):123-131. Dai Fuchu, Dong Wenping, Huang Zhiquan, et al. Study on Shear Strength of Undisturbed Expansive Soil of Middle Route of South-to-North Water Diversion Project[J]. Advanced Engineering Sciences. 2018, 50(6):123-131. [16] 陶勇, 杨平, 杨国清, 等.冻融作用对海相软土压缩性及抗剪强度影响研究[J]. 冰川冻土, 2019, 41(3):638-645. Tao Yong, Yang Ping, Yang Guoqing, et al. A Study on Influence of Freezing and Thawing on Compressibility and Shear Strength of Marine Soft Soil[J]. Journal of Glaciology and Geocryology, 2019, 41(3):638-645. [17] 陈剑平, 刘经, 王清, 等. 含水率对分散性土抗剪强度特性影响的微观解释[J]. 吉林大学学报(地球科学版), 2021, 51(3):792-803. Chen Jianping, Liu Jing, Wang Qing, et al. Microscopic Interpretation of Water Content Influence on Shear Strength of Dispersive Soil[J]. Journal of Jilin University (Earth Science Edition), 2021, 51(3):792-803. [18] 徐学祖.冻土与盐溶液系统中热质迁移及变形过程试验研究[J]. 冰川冻土, 1992, 14(4):289-295. Xu Xuezu. Experimental Study on Processes of Heat-Mass Transfer and Deformation in System of Frozen Kaolin and Salt Solution[J]. Journal of Glaciology and Geocryology, 1992, 14(4):289-295. [19] 李彦龙, 汪自力. 考虑水分迁移影响的浅层膨胀土抗剪强度冻融劣化特征[J]. 岩石力学与工程学报, 2019, 38(6):1261-1268. Li Yanlong, Wang Zili. Shear Strength Degradation Characteristics of Expansive Soil During Freeze-Thaw Process Considering Moisture Migration[J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(6):1261-1268. [20] 刘鹏. 膨胀土抗剪强度与含水量的相互关系[J]. 土工基础, 2011, 25(4):66-68. Liu Peng. Relationship Between Shearing Strength and Water Content of Expansive Soil[J]. Soil Engineering and Foundation, 2011, 25(4):66-68. |
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