Citation: | BAO Han, YIN Xiaoqing, LAN Hengxing, YAN Changgen, MA Yangfan, ZHANG Keke, PENG Jianbing. Permeability anisotropy of natural loess with gradation zone: case study of Q1 loess in Yan'an New District[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(4): 730-738. DOI: 10.11779/CJGE20220159 |
[1] |
HOU K, QIAN H, ZHANG Y T, et al. Seepage mechanisms and permeability differences between loess and paleosols in the critical zone of the Loess Plateau[J]. Earth Surface Processes and Landforms, 2021, 46(10): 2044-2059. doi: 10.1002/esp.5143
|
[2] |
LU J, WANG T H, CHENG W C, et al. Permeability anisotropy of loess under influence of dry density and freeze-thaw cycles[J]. International Journal of Geomechanics, 2019, 19(9): 04019103. doi: 10.1061/(ASCE)GM.1943-5622.0001485
|
[3] |
LAN H X, PENG J B, ZHU Y B, et al. Research on geological and surfacial processes and major disaster effects in the Yellow River Basin[J]. Science China Earth Sciences, 2022, 65(2): 234-256. doi: 10.1007/s11430-021-9830-8
|
[4] |
LAN H X, TIAN N M, LI L P, et al. Poverty control policy may affect the transition of geological disaster risk in China[J]. Humanities and Social Sciences Communications, 2022, 9(1): 1-7. doi: 10.1057/s41599-021-01017-z
|
[5] |
LAN H X, ZHAO X X, MACCIOTTA R, et al. The cyclic expansion and contraction characteristics of a loess slope and implications for slope stability[J]. Scientific Reports, 2021, 11(1): 2250. doi: 10.1038/s41598-021-81821-4
|
[6] |
BAO H, LIU C Q, LAN H X, et al. Time-dependency deterioration of polypropylene fiber reinforced soil and guar gum mixed soil in loess cut-slope protecting[J]. Engineering Geology, 2022, 311: 106895. doi: 10.1016/j.enggeo.2022.106895
|
[7] |
包含, 马扬帆, 兰恒星, 等. 基于微结构量化的含渐变带黄土各向异性特征研究[J]. 中国公路学报, 2022, 35(10): 88-99. doi: 10.19721/j.cnki.1001-7372.2022.10.009
BAO Han, MA Yangfan, LAN Hengxing, et al. Anisotropic characteristics of loess with gradation zone based on microstructure quantification[J]. China Journal of Highway and Transport, 2022, 35(10): 88-99. (in Chinese) doi: 10.19721/j.cnki.1001-7372.2022.10.009
|
[8] |
WANG W, WANG Y, SUN Q M, et al. Spatial variation of saturated hydraulic conductivity of a loess slope in the South Jingyang Plateau, China[J]. Engineering Geology, 2018, 236: 70-78. doi: 10.1016/j.enggeo.2017.08.002
|
[9] |
洪勃, 李喜安, 王力, 等. 延安Q3原状黄土渗透各向异性及微结构分析[J]. 吉林大学学报(地球科学版), 2019, 49(5): 1389-1397. https://www.cnki.com.cn/Article/CJFDTOTAL-CCDZ201905016.htm
HONG Bo, LI Xian, WANG Li, et al. Permeability anisotropy and microstructure of Yan'an Q3 loess[J]. Journal of Jilin University (Earth Science Edition), 2019, 49(5): 1389-1397. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CCDZ201905016.htm
|
[10] |
刘祖典. 黄土力学与工程[M]. 西安: 陕西科学技术出版社, 1997.
LIU Zudian. Loess Mechanics and Engineering[M]. Xi'an: Shaanxi Science & Technology Press, 1997. (in Chinese)
|
[11] |
姚志华, 陈正汉, 黄雪峰, 等. 非饱和原状和重塑Q3黄土渗水特性研究[J]. 岩土工程学报, 2012, 34(6): 1020-1027. http://cge.nhri.cn/cn/article/id/14601
YAO Zhihua, CHEN Zhenghan, HUANG Xuefeng, et al. Hydraulic conductivity of unsaturated undisturbed and remolded Q3 loess[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1020-1027. (in Chinese) http://cge.nhri.cn/cn/article/id/14601
|
[12] |
CHAN H T, KENNEY T C. Laboratory investigation of permeability ratio of new Liskeard varved soil[J]. Canadian Geotechnical Journal, 1973, 10(3): 453-472. doi: 10.1139/t73-038
|
[13] |
HONG B, LI X, WANG L, et al. Temporal variation in the permeability anisotropy behavior of the Malan loess in northern Shaanxi Province, China: an experimental study[J]. Environmental Earth Sciences, 2019, 78(15): 1-12.
|
[14] |
王铁行, 杨涛, 鲁洁. 干密度及冻融循环对黄土渗透性的各向异性影响[J]. 岩土力学, 2016, 37(增刊1): 72-78. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2016S1009.htm
WANG Tiehang, YANG Tao, LU Jie. Influence of dry density and freezing-thawing cycles on anisotropic permeability of loess[J]. Rock and Soil Mechanics, 2016, 37(S1): 72-78. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2016S1009.htm
|
[15] |
张昭, 刘奉银, 齐吉琳, 等. 基于孔隙连通-迂曲参数表征土的非饱和渗透各向异性[J]. 岩土工程学报, 2018, 40(增刊1): 147-152. doi: 10.11779/CJGE2018S1024
ZHANG Zhao, LIU Fengyin, QI Jilin, et al. Represention of anisotropy in unsaturated permeabilities for soils based on pore connectivity-tortuosity parameter[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 147-152. (in Chinese) doi: 10.11779/CJGE2018S1024
|
[16] |
兰恒星, 周成虎, 伍法权, 等. GIS支持下的降雨型滑坡危险性空间分析预测[J]. 科学通报, 2003, 48(5): 507-512. https://www.cnki.com.cn/Article/CJFDTOTAL-KXTB200305020.htm
LAN Hengxing, ZHOU Chenghu, WU Faquan, et al. Spatial analysis and prediction of rainfall landslide risk supported by GIS[J]. Chinese Science Bulletin, 2003, 48(5): 507-512. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-KXTB200305020.htm
|
[17] |
LI X, LI L C, SONG Y X, et al. Characterization of the mechanisms underlying loess collapsibility for land-creation project in Shaanxi Province, China—a study from a micro perspective[J]. Engineering Geology, 2019, 249: 77-88. doi: 10.1016/j.enggeo.2018.12.024
|
[18] |
张宗祜. 我国黄土类土显微结构的研究[J]. 地质学报, 1964, 38(3): 357-369, 375. https://www.cnki.com.cn/Article/CJFDTOTAL-DZXE196403008.htm
ZHANG Zonghu. Study on microstructure of loess soil in China[J]. Acta Geologica Sinica, 1964, 38(3): 357-369, 375. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DZXE196403008.htm
|
[19] |
高国瑞. 中国黄土的微结构[J]. 科学通报, 1980, 25(20): 945-948. https://www.cnki.com.cn/Article/CJFDTOTAL-KXTB198020010.htm
GAO Guorui. Microstructure of loess in China[J]. Chinese Science Bulletin, 1980, 25(20): 945-948. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-KXTB198020010.htm
|
[20] |
雷祥义. 西安黄土显微结构类型[J]. 西北大学学报(自然科学版), 1983, 13(4): 56-65, 127. https://www.cnki.com.cn/Article/CJFDTOTAL-XBDZ198304009.htm
LEI Xiangyi. Type of the loess microtextures in Xian distrct[J]. Journal of Northwest University (Natural Science Edition), 1983, 13(4): 56-65, 127. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XBDZ198304009.htm
|
[21] |
LAN H X, CHEN J H, MACCIOTTA R. Universal confined tensile strength of intact rock[J]. Scientific Reports, 2019, 9(1): 6170. doi: 10.1038/s41598-019-42698-6
|
[22] |
BAO H, QI Q, LAN H X, et al. Sliding mechanical properties of fault gouge studied from ring shear test-based microscopic morphology characterization[J]. Engineering Geology, 2020, 279: 105879. doi: 10.1016/j.enggeo.2020.105879
|
[23] |
高英, 马艳霞, 张吾渝, 等. 西宁地区不同湿陷程度黄土的微观结构分析[J]. 长沙理工大学学报(自然科学版), 2020, 17(1): 65-73. https://www.cnki.com.cn/Article/CJFDTOTAL-HNQG202001011.htm
GAO Ying, MA Yanxia, ZHANG Wuyu, et al. Microstructure analysis of loess with different collapsibility in Xining area[J]. Journal of Changsha University of Science & Technology (Natural Science), 2020, 17(1): 65-73. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HNQG202001011.htm
|
[24] |
施斌. 黏性土击实过程中微观结构的定量评价[J]. 岩土工程学报, 1996, 18(4): 57-62. http://cge.nhri.cn/cn/article/id/8572
SHI Bin. Quantitative assessment of changes of microstructure for clayey soil in the process of compaction[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(4): 57-62. (in Chinese) http://cge.nhri.cn/cn/article/id/8572
|
[25] |
WITT K J, BRAUNS J. Permeability-anisotropy due to particle shape[J]. Journal of Geotechnical Engineering, 1983, 109(9): 1181-1187.
|
[26] |
XU P P, ZHANG Q Y, QIAN H, et al. Investigation into microscopic mechanisms of anisotropic saturated permeability of undisturbed Q2 loess[J]. Environmental Earth Sciences, 2020, 79(18): 1-13.
|
[27] |
LI X A, LI L C. Quantification of the pore structures of Malan loess and the effects on loess permeability and environmental significance, Shaanxi Province, China: an experimental study[J]. Environmental Earth Sciences, 2017, 76(15): 1-14.
|
[28] |
XU P P, ZHANG Q Y, QIAN H, et al. Microstructure and permeability evolution of remolded loess with different dry densities under saturated seepage[J]. Engineering Geology, 2021, 282: 105875.
|
[29] |
BAO H, TANG M, LAN H X, et al. Soil erosion and its causes in high-filling body: a case study of a valley area on the Loess Plateau, China[J]. Journal of Mountain Science, 2023, 20(1): 182-196.
|
[30] |
李喜安, 洪勃, 李林翠, 等. 黄土湿陷对渗透系数影响的试验研究[J]. 中国公路学报, 2017, 30(6): 198-208, 222. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201706002.htm
LI Xian, HONG Bo, LI Lincui, et al. Experimental research on permeability coefficient under influence of loess collapsibility[J]. China Journal of Highway and Transport, 2017, 30(6): 198-208, 222. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201706002.htm
|
[31] |
李喜安, 黄润秋, 彭建兵, 等. 关于物理潜蚀作用及其概念模型的讨论[J]. 工程地质学报, 2010, 18(6): 880-886. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201006012.htm
LI Xi'an, HUANG Runqiu, PENG Jianbing, et al. Establishment of conceptual models of physical sub-ground erosion[J]. Journal of Engineering Geology, 2010, 18(6): 880-886. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201006012.htm
|
[32] |
MOORE C A, DONALDSON C F. Quantifying soil microstructure using fractals[J]. Géotechnique, 1995, 45(1): 105-116.
|
[33] |
王玉涛, 刘小平, 曹晓毅. 基于主成分分析法的Q2黄土湿陷特性研究[J]. 水文地质工程地质, 2020, 47(4): 141-148. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG202004017.htm
WANG Yutao, LIU Xiaoping, CAO Xiaoyi. A study of the collapsibility of Q2 loess based on principal component analysis[J]. Hydrogeology & Engineering Geology, 2020, 47(4): 141-148. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG202004017.htm
|
[34] |
刘颖. 黄土的渗透性[M]// 黄土基本性质的研究, 北京: 科学出版社, 1961.
LIU Ying. Permeability of loess[M]// Study on Basic Properties of Loess, Beijing: Science Press, 1961. (in Chinese))
|
[35] |
WANG L, LI X, ZHENG Z Y, et al. Analysis of the slope failure mechanism a under tunnel erosion environment in the south-eastern Loess Plateau in China[J]. Catena, 2022, 212: 106039.
|
[36] |
王力, 李喜安, 何军, 等. 不同黏粒含量对黄土渗透系数影响的试验研究[J]. 水土保持通报, 2018, 38(2): 95-101. https://www.cnki.com.cn/Article/CJFDTOTAL-STTB201802016.htm
WANG Li, LI Xian, HE Jun, et al. Experimental study on permeability coefficient of loess with different clay content[J]. Bulletin of Soil and Water Conservation, 2018, 38(2): 95-101. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-STTB201802016.htm
|
[37] |
JU X N, JIA Y H, LI T C, et al. Morphology and multifractal characteristics of soil pores and their functional implication[J]. Catena, 2021, 196: 104822.
|
[38] |
郑颖人. 岩土塑性力学的新进展: 广义塑性力学[J]. 岩土工程学报, 2003, 25(1): 1-10. http://cge.nhri.cn/cn/article/id/11110
ZHENG Yingren. New development of geotechnical plastic mechanics: generalized plastic mechanics[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(1): 1-10. (in Chinese) http://cge.nhri.cn/cn/article/id/11110
|