Citation: | ZHANG Jing-yu, WAN Liang-peng, PAN Hong-yue, LI Jian-lin, LUO Zuo-sen, DENG Hua-feng. Long-term stability of bank slope considering characteristics of water-rock interaction[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1851-1858. DOI: 10.11779/CJGE201710013 |
[1] |
张 梁.酸性环境干湿交替作用下泥质砂岩宏细观损伤特性研究[D]. 重庆: 重庆大学, 2014. (ZHANG Liang. Study on macro-meso damage characteristics of argillaceous sandstone under dry-wet cycle in acidic condition[D]. Chongqing: Chongqing University, 2014, (in Chinese))
|
[2] |
王永新. 水-岩相互作用机理及其对库岸边坡稳定性影响的研究[D]. 重庆: 重庆大学. 2006. (WANG Ying-xin. Study on the effect of water-rock interaction on stability of reservoir bank[D]. Chongqing: Chongqing University, 2006, (in Chinese))
|
[3] |
薛晶晶, 张振华. 干湿交替中砂岩强度与波速关系的试验研究[J]. 三峡大学学报 (自然科学版), 2011, 33(3): 51-54. (XUE Jing-jing, ZHANG Zhen-hua. Experimental research on relationship between strength of sandstone and wave velocity during wet and dry cycles[J]. Journal of China Three Gorges University (Natural Sciences), 2011, 33(3): 51-54. (in Chinese))
|
[4] |
ESTABRAGH A R, MOGHADAS M, JAVADI A A. Effect of different types of wetting fluids on the behavior of expansive soil during wetting and drying[J]. Soils and Foundations, 2013, 53(5): 617-627.
|
[5] |
EKREM Kalkan. Impact of wetting-drying cycles on swelling behavior of clayey soils modified by silica fume[J]. Applied Flay Science, 2011, 52(4): 345-352. (in Chinese)
|
[6] |
李克钢, 郑东普, 黄维辉. 干湿循环作用下砂岩力学特性及其本构模型的神经网络模拟[J]. 岩土力学, 2013, 34(增刊2): 168-173. (LI Ke-gang, ZHENG Dong-pu, HUANG Wei-hui. Mechanical behavior of sandstone and its neural network simulation of constitutive model considering cyclic drying-wetting effect[J]. Rock and Soil Mechanics, 2013, 34(S2): 168-173. (in Chinese))
|
[7] |
LIN M L, JENG F S, TSAI L S, et al. Wetting weakening of tertiary sandstones-microscopic mechanism[J]. Environ Geological, 2005, 48: 265-275.
|
[8] |
张 鹏, 柴肇云. 干湿循环条件下砂岩强度劣化试验研究[J]. 金属矿山, 2013, 448(10): 5-7, 11. (ZHANG Peng, CHAI Zhao-yun. Sandstone strength degradation experiments under the condition of dry-wet circulation[J]. Metal Mine, 2013, 448(10): 5-7, 11. (in Chinese))
|
[9] |
王莎莎, 谢学斌, 肖崇春.考虑干湿循环效应的砂岩边坡稳定性研究[J]. 矿冶工程, 2015, 35(6): 20-24. (WANG Sha-sha, XIE Xue-bin, XIAO Chong-chun. Impact of cyclic wetting and drying on stability of sandstone slope[J]. Mining and Metallurgical Engineering, 2015, 35(6): 20-24. (in Chinese))
|
[10] |
汪 然, 朱大勇, 姚华彦. 温度对大理岩力学性能的影响[J]. 金属矿山, 2013, 442(4): 49-53. (WANG Ran, ZHU Da-yong, YAO Hua-yan. Influence of temperature on the mechanical performance of marble[J]. Metal Mine, 2013, 442(4): 49-53. (in Chinese))
|
[11] |
刘新荣, 傅 晏, 王永新. (库)水-岩作用下砂岩抗剪强度劣化规律的试验研究[J]. 岩土工程学报, 2008, 30(9): 1298-1302. (LIU Xin-rong, FU Yan, WANG Yong-xin. Deterioration rules of shear strength of sand rock under water-rock interaction of reservoir[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1298-1302. (in Chinese))
|
[12] |
傅 晏. 干湿循环水-岩相互作用下岩石劣化机理研究[D]. 重庆: 重庆大学, 2010. (FU Yan. Study on water-rock interaction with the cyclic drying-wetting effect on rock[D]. Chongqing: Chongqing University, 2010. (in Chinese))
|
[13] |
邓华锋, 李建林, 王孔伟. "饱水-风干"循环作用下砂岩损伤劣化规律研究[J]. 地下空间与工程学报, 2011, 7(6): 1091-1096, 1120. (DENG Hua-feng, LI Jian-lin, WANG Kong-wei. Research on the deterioration rules of damaged sand rock under “saturation-air dry” cycles[J]. Chinese Journal of Underground Space and Engineering, 2011, 7(6): 1091-1096, 1120. (in Chinese))
|
[14] |
邓华锋, 李建林, 朱 敏. 饱水-风干循环作用下砂岩强度劣化规律试验研究[J]. 岩土力学, 2012, 33(11): 3306-3312. (DENG Hua-feng, LI Jian-lin, ZHU Min. Experimental research on strength deterioration rules of sandstone under “saturation-air dry” circulation function[J]. Rock and Soil Mechanic, 2012, 33(11): 3306-3312. (in Chinese))
|
[15] |
黄维辉. 干湿交替作用下砂岩劣化效应研究[D]. 昆明: 昆明理工大学, 2014. (HUANG Wei-hui. Study on sandstone degradation effect under the action of alternating wet[D]. Kunming: Kunming University of Science and Technology, 2014. (in Chinese))
|
[16] |
邓华锋. 库水变幅带水-岩作用机理和作用效应研究[D]. 武汉: 武汉大学, 2010. (DENG Hua-feng. Study on the mechanism and effects of water-rock interaction under water level change region[D]. Wuhan: Wuhan University, 2010. (in Chinese))
|
[17] |
林宗元. 岩土工程勘察设计手册[M]. 沈阳: 辽宁科学技术出版社, 1996. (LIN Zong-yuan. Geotechnical engineering survey and design manua[M]. Shenyang: Liaoning Science and Technology Press, 1996. (in Chinese))
|
[1] | HE Yu-qi, LIAO Hong-jian, DONG Qi, NIU Bo, LIU Hu. Experimental study on strength characteristics of geogrid-reinforced loess[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 181-185. DOI: 10.11779/CJGE2021S1033 |
[2] | GAO Lei, HU Guo-hui, CHEN Yong-hui, HU Yan-jie, GONG Yun-hao. Triaxial tests clay reinforced by basalt fiber[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(s1): 198-203. DOI: 10.11779/CJGE2017S1039 |
[3] | HU You-chang, JIN Shao-wei, SONG Liang, MAO Ai-min, LIU Jie. Stability analysis of reinforced soil slopes based on observation of reinforcement-effected strip[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(2): 228-234. DOI: 10.11779/CJGE201702005 |
[4] | SHANGGUAN Shi-qing, YANG Min, CHEN Fei, GUO Jun-dong, ZHANG Jun-feng. Interaction of reinforced cushion and pile-soil system in embankments based on principle of minimum potential energy[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(7): 1264-1270. DOI: 10.11779/CJGE201507012 |
[5] | JIA Liang, ZHU Yan-peng, LAI Chun-jing. Calculation of bar tension in reinforced earth retaining wall under earthquake load[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 412-417. |
[6] | PENG Fang-le, CAO Yan-bo. FEM analysis of effect of reinforced layer numbers on bearing capacity and deformation of reinforced-sand retaining walls[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1700-1707. |
[7] | LIU Feiyu, CAI Yuanqiang, XU Changjie, WANG Jun. Parametric study of reinforced pavements on soft clay under traffic loading[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(11): 1659-1664. |
[8] | ZHANG Mengxi, MIN Xing. Triaxial tests on sand reinforced with one-layer 3D reinforcement[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 931-936. |
[9] | ZHANG Xingqiang, YAN Shuwang, DENG Weidong. Principle analysis of reinforced pavement under automobile loading[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(1): 94-98. |
[10] | Wu Jinghai, Wang Dequn, Chen Huan. Study on geosynthetic reinforced sand by triaxial compression test[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 199-204. |