[1]彭建兵,王启耀,庄建琦,等.黄土高原滑坡灾害形成动力学机制[J].地质力学学报,2020,26(5):714-730.
PENG Jianbing,WANG Qiyao,ZHUANG Jianqi,et al.Dynamic for-mation mechanism of landslide disaster on the Loess Plateau[J].Journal of Geomechanics,2020,26(5):714-730.
[2]史颜玲,霍继炜,张俊然,等.Settle3D软件在半填半挖黄土路基变形分析中的应用[J].中国安全生产科学技术,2020,16(11):89-95.
SHI Yanling,HUO Jiwei,ZHANG Junran,et al.Application of Settle3D software in deformation analysis of subgrade with half-filled and half-excavated loess[J].Journal of Safety Science and Technology,2020,16(11):89-95.
[3]刘祖典.黄土力学与工程[M].西安:陕西科技出版社,1996.
[4]谢定义,齐吉琳.土结构性及其定量化参数研究的新途径[J].岩土工程学报,1999(6):651-656.
XIE Dingyi,QI Jilin.Soil structure characteristics and new approach in research on its quantitative parameter[J].Chinese Journal of Geotechnical Engineering,1999(6):651-656.
[5]FREDLUND D G,RAHARDJO H.非饱和土土力学[M ].陈仲颐,张在明,陈愈炯,等译.北京:中国建筑工业出版社,1997.
[6]孙德安,徐钱垒,陈波,等.广吸力范围内非饱和原状黄土的力学特性[J].岩土工程学报,2020,42(9):1586-1592.
SUN Dean,XU Qianlei,CHEN Bo,et al.Mechanical behavior of unsaturated intact loess over a wide suction range[J].Chinese Journal of Geotechnical Engineering,2020,42(9):1586-1592.
[7]范珊,张晓超,裴向军,等.不同地区原状黄土土水特征曲线试验研究及其在边坡稳定性评价中的应用[J].水利水电技术,2019,50(1):154-161.
FAN Shan,ZHANG Xiaochao,PEI Xiangjun,et al.Experimental study on soil-water characteristic curve of undisturbed loess in different regions and its application to slope stability evaluation[J].Water Resources and Hydropower Engineering,2019,50(1):154-161.
[8]毕银强,张茂省,谷天峰,等.非饱和黄土土水特征及其强度指标[J].防灾减灾工程学报,2018,38(3):520-527.
BI Yinqiang,ZHANG Maosheng,GU Tianfeng,et al.Soil-water characteristics and strength indexes of unsaturated loss[J].Journal of Disaster Prevention and Mitigation Engineering,2018,38(3):520-527.
[9]潘登丽,倪万魁,苑康泽,等.基于VG模型确定土水特征曲线基本参数[J].工程地质学报,2020,28(1):69-76.
PAN Dengli,NI Wankui,YUAN Kangze,et al.Determination of soil-water characteristic curve variables based on VG model[J].Journal of Engineering Geology,2020,28(1):69-76.
[10]LEONG E C,TRIPATHY S.RAHARDJO H.Totalsuction measurement of unsaturated soils with a device using the chilled-mirror dew point technique[J].Geotechnique,2003,53(2):173-182.
[11]SATYANAGA A,RAHARDJO H,KOH ZH,et al.Measurement of a soil-water characteristic curve and unsaturated permeability using the evaporation method and the chilled-mirror method[J].Journal of Zhejiang University-Science A(Applied Physics & Engineering),2019,20(5):368-374.
[12]DELAGE P,LEFEBVRE G.Study of the structure of a sensitive champlain clay and of its evolution during consolidation[J].Canadian Geotechnical Journal,1984,21(1):21-35.
[13]DELAGE P,AUDIGUIER M,CUI YJ,et al.Microstructure of a compacted silt[J].Canadian Geotechnical Journal,1996,33(1):150-158.
[14]米海珍,李如梦,牛军贤.含水量对兰州黄土剪切强度特性的影响[J].甘肃科学学报,2006(1):78-81.
MI Haizhen,LI Rumeng,NIU Junxian.The influence of water content on shear strength characteristics of lanzhou intact loess[J].Journal of Gansu Sciences,2006(1):78-81.
[15]NG C W W,SADEGHI H,JAFARZADEH F.Compression and shear strength characteristics of compacted loess at high suctions[J].Canadian Geotechnical Journal,2017,54(5):690-669.
[16]邢鲜丽,李同录,巨昆仑,等.非饱和黄土强度参数的试验研究[J].工程地质学报,2015,23(2):252-259.
XING Xianli,LI Tonglu,JU Kunlun,et al.Research on the strength parameters of unsaturated loess[J].Journal of Engineering Geology,2015,23(2):252-259.
[17]中华人民共和国住房和城乡建设部.土工试验方法标准:GB/T 50123—2019[S].北京:中国计划出版社,2019.
[18]FENG M,FREDLUND DG.Hysteretic influence associated with thermal conductivity sensor measurements[C]//Proceedings from Theory to the Practice of Unsaturated Soil Mechanics in Association with the 52nd Canadian Geotechnical Conference and Unsaturated Soil Group.Regina.Sask:Es.n.2,1999:651-657.
[19]陶高梁,罗晨晨,李丽华,等.一种基于VG模型的变形土进气吸力值预测方法[J].长江科学院院报,2021,38(1):84-88,102.
TAO Gaoliang,LUO Chenchen,LI Lihua,et al.A method for predicting air-entry value of deformable soils based on VG model[J].Journal of Yangtze River Scientific Research Institute,2021,38(1):84-88,102.
[20]KODIKARA J,BARBOUR S L,FREDLUND D G.Change in clay structure behavior due to wetting and drying[C]//Proceedings of 8th Australian-Zealand Conference on Geomechanics.Hobart,1999:179-185.
[21]KHALILI N,KHABBAZ M H.A unique relationship for χ for the determination of the shear strength of unsaturated soils[J].Géotechnique,1998,48(5):681-687.
[1]马海涛,王云海.特大黄土滑坡事故责任认定中的岩土力学问题*[J].中国安全生产科学技术,2009,5(6):43.
MA Hai tao,WANG Yun hai.Problems of rocksoil mechanics on responsibility cognizance of great loess landslide[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2009,5(7):43.
[2]史颜玲,霍继炜,张俊然,等.Settle3D软件在半填半挖黄土路基变形分析中的应用*[J].中国安全生产科学技术,2020,16(11):89.[doi:10.11731/j.issn.1673-193x.2020.11.014]
SHI Yanling,HUO Jiwei,ZHANG Junran,et al.Application of Settle3D software in deformation analysis of subgrade with half-filled and half-excavated loess[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2020,16(7):89.[doi:10.11731/j.issn.1673-193x.2020.11.014]