«上一篇/Previous Article|本期目录/Table of Contents|下一篇/Next Article»

《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:

第45卷

期数:

2023年第03期

页码:

485-510

栏目:

工程地质与环境灾害

出版日期:

2023-05-15

文章信息/Info

Title:

Review on Creep Properties of Loess

文章编号:

1672-6561(2023)03-0485-26

作者:

戚志宇¹; 2; 3; 李志清¹; 2; 3*

(1. 中国科学院地质与地球物理研究所 中国科学院页岩气与地质工程重点实验室,北京 100029; 2. 中国科学院大学 地球与行星科学学院,北京 100049; 3. 中国科学院地球科学研究院,北京 100029)

Author(s):

QI Zhi-yu¹; 2; 3;  LI Zhi-qing¹; 2; 3*

(1. Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China; 2. College of Earth and Planetary Sciences, University of Chinese Academy of Sciences, Beijing 100049, China; 3. Innovation Academy for Earth Science, Chinese Academy of Sciences, Beijing 100029, China)

关键词:

黄土;  蠕变;  本构模型;  微观结构;  三轴试验;  边坡;  路基;  隧道

Keywords:

loess;  creep;  constitutive model;  microstructure;  triaxial test;  slope;  roadbed;  tunnel

分类号:

P642; TU444

DOI:

10.19814/j.jese.2022.10028

文献标志码:

A

摘要:

黄土地区重大工程建设引发的崩塌、滑坡、地面沉降等地质灾害,往往与黄土蠕变特性密切相关。从黄土蠕变研究阶段、研究方法、本构模型和蠕变引发的工程灾害等方面进行梳理,归纳总结了黄土蠕变研究的现状,探讨了黄土蠕变研究中存在的问题以及未来研究的趋势。具体来说,①在系统梳理国内外研究文献基础上,将黄土蠕变研究分为3个阶段,分别为黄土基本性质研究阶段、黄土工程灾害研究阶段和黄土重大工程研究阶段; ②从黄土蠕变研究方法出发,分析讨论了黄土蠕变研究中采用的各类方法以及影响黄土蠕变的各类要素,尤其是含水量、干密度以及荷载对黄土蠕变特性的影响; ③总结了黄土蠕变本构模型的研究特点,评述了包括元件理论本构模型、经验本构模型及半经验半理论本构模型等3类模型的优缺点; ④对黄土地区常见的边坡、路(地)基、隧道等工程类型的蠕变破坏特征进行了梳理; ⑤建立考虑多因素影响的黄土蠕变本构模型、系统研究黄土蠕变微结构的动态演化和微观本构模型及动荷载作用下的蠕变特征,是未来黄土蠕变研究的发展趋势。

Abstract:

The geological disasters such as collapse, landslides, and ground subsidence caused by major engineering projects in the loess area are often closely related to the creep properties of loess. The current research of loess creep is summarized from the aspects of research stages, research methods, constitutive models, and engineering disasters, which are caused by creep of loess; the existing problems and the future trends in the research of loess creep are discussed. Specifically, ① based on a systematic review of domestic and foreign literature, the research of loess creep is divided into three stages, including the basic properties research stage, the engineering disaster research stage, and the major engineering project research stage; ② starting from the research methods of loess creep, various methods used in the research of loess creep and various factors affecting loess creep, especially the influence of water content, dry density and load on creep properties of loess, are analyzed and discussed; ③ the research characteristics of loess creep constitutive models are summarized, and the advantages and disadvantages of three models, including element theory constitutive model, empirical constitutive model, and semi-empirical and semi-theoretical constitutive model are evaluated; ④ the creep failure characteristics of common engineering types, such as slopes, roadbeds and tunnels in the loess area are summarized; ⑤ establishing a loess creep constitutive model that considers the influence of multiple factors, systematically studying the dynamic evolution and microscopic constitutive models of loess creep, and studying the creep properties under dynamic load, are the future trends of loess creep research.

参考文献/References:

[1] 刘东生,安芷生,袁宝印.中国的黄土与风尘堆积[J].第四纪研究,1985,6(1):113-127.
LIU Dong-sheng,AN Zhi-sheng,YUAN Bao-yin.Eolian Process and Dust Mantle(Loess)in China[J].Quaternary Sciences,1985,6(1):113-127.
[2] 王新刚,余宏明,胡 斌,等.节理控制的降雨入渗通道对黄土开挖边坡稳定性的影响[J].山地学报,2013,31(4):413-417.
WANG Xin-gang,YU Hong-ming,HU Bin,et al.Impact Analysis of the Joint Control Excavation Loess Slope's Stability Under the Influence of Rainfall Infiltration Channel[J].Journal of Mountain Science,2013,31(4):413-417.
[3] 陈宗基,吴海青.我国西北黄土的基本性质及其工程建议[J].岩土工程学报,1989,11(6):9-24.
CHEN Zong-ji,WU Hai-qing.Fundamental Properties of Loess from Northwestern China[J].Chinese Journal of Geotechnical Engineering,1989,11(6):9-24.
[4] 孙 钧.岩土材料流变及其工程应用[M].北京:中国建筑工业出版社,1999.
SUN Jun.Rheology of Geotechnical Materials and Its Engineering Applications[M].Beijing:China Building Industry Press,1999.
[5] HUANG R B,WANG S M,GU S C,et al.A Test Method for Creep Characteristics of Loess Based on the One-dimensional Consolidator[J].Advances in Ci-vil Engineering,2021,2021:6656819.
[6] 葛苗苗,李 宁,郑建国,等.考虑黄土时效变形特性的高填方工后沉降预测[J].土木工程学报,2015,48(增2):262-267.
GE Miao-miao,LI Ning,ZHENG Jian-guo,et al.Prediction of the Post-construction Settlement of High Filled Embankment with Considering the Time Depending Deformation of Compacted Loess[J].China Civil Engineering Journal,2015,48(S2):262-267.
[7] 庞旭卿.基于蠕变试验的路基压实黄土流变本构模型研究[J].铁道科学与工程学报,2017,14(6):1206-1216.
PANG Xu-qing.Rheological Constitutive Model of Compacted Loess Based on Creep Test[J].Journal of Railway Science and Engineering,2017,14(6):1206-1216.
[8] 罗 汀,姚仰平,蔡东艳.黄土蠕变的试验研究[J].西安建筑科技大学学报,1995,27(3):304-308.
LUO Ting,YAO Yang-ping,CAI Dong-yan.Experimental Investigation of Loess Creep[J].Journal of Xi'an University of Architecture and Technology,1995,27(3):304-308.
[9] YAN F,YUE X.Analysis on Creep Characteristics and Microscopic Mechanism of Loess Q₂[J].Bulletin of Engineering Geology and the Environment,2019,12(3):130-135.
[10] 龙建辉,郭文斌,李 萍,等.黄土滑坡滑带土的蠕变特性[J].岩土工程学报,2010,32(7):1023-1028.
LONG Jian-hui,GUO Wen-bin,LI Ping,et al.Creep Property of Soil in Sliding Zone of Loess Landslide[J].Chinese Journal of Geotechnical Engineering,2010,32(7):1023-1028.
[11] XIE X,QI S W,ZHAO F S,et al.Creep Behavior and the Microstructural Evolution of Loess-like Soil from Xi'an Area,China[J].Engineering Geology,2018,236:43-59.
[12] 谢 星,王东红,赵法锁.Q₂黄土流变特性及其统计损伤流变模型[J].水文地质工程地质,2010,37(3):63-68.
XIE Xing,WANG Dong-hong,ZHAO Fa-suo.Study on Rheological Properties and Statistical Damage Rheological Model for Q₂ Loess[J].Hydrogeology & Engineering Geology,2010,37(3):63-68.
[13] 郭 鸿,骆亚生,王鹏程.分别、分级加载下压实黄土三轴蠕变特性及模型分析[J].水力发电学报,2016,35(4):117-124.
GUO Hong,LUO Ya-sheng,WANG Peng-cheng.Tria-xial Creep Characteristics and Models of Remolded Loess Under Separate and Graded Loading[J].Journal of Hydroelectric Engineering,2016,35(4):117-124.
[14] 朱才辉,李 宁.基于黄土变形时效试验的高填方工后沉降研究[J].岩土力学,2015,36(10):3023-3031.
ZHU Cai-hui,LI Ning.Post-construction Settlement Analysis of Loess-high Filling Based on Time-depen-dent Deformation Experiments[J].Rock and Soil Mechanics,2015,36(10):3023-3031.
[15] 王松鹤,骆亚生,杨永俊,等.原状黄土蠕变特性试验研究[J].水土保持通报,2009,29(4):122-124,158.
WANG Song-he,LUO Ya-sheng,YANG Yong-jun,et al.Experimental Study of the Creep Behavior of Unsaturated Intact Loess[J].Bulletin of Soil and Water Conservation,2009,29(4):122-124,158.
[16] 范 涛,顾强康,刘少博,等.重塑Q₃黄土K₀三轴蠕变特性的试验研究[J].水土保持通报,2016,36(3):56-61.
FAN Tao,GU Qiang-kang,LIU Shao-bo,et al.Experimental Study on K₀ Triaxial Creep Properties of Remolded Q₃ Loess[J].Bulletin of Soil and Water Conservation,2016,36(3):56-61.
[17] 胡连信,骆亚生.平面蠕变仪的改造及黄土平面蠕变试验[J].人民黄河,2015,37(5):122-124.
HU Lian-xin,LUO Ya-sheng.Reformation for Plane Creepmeter and Plane Creep Tests of Loess[J].Ye-llow River,2015,37(5):122-124.
[18] 朱元林,何 平,张家懿,等.冻土在振动荷载作用下的三轴蠕变模型[J].自然科学进展,1998,8(1):60-62.
ZHU Yuan-lin,HE Ping,ZHANG Jia-yi,et al.Tria-xial Creep Model of Frozen Soil Under Dynamic Load-ing[J].Progress in Natural Science,1998,8(1):60-62.
[19] ZHOU Z W,MA W,ZHANG S J,et al.Experimental Investigation of the Path-dependent Strength and Deformation Behaviours of Frozen Loess[J].Engineering Geology,2020,265:105449.
[20] 葛苗苗,李 宁,郑建国,等.基于蠕变试验的黄土高填方工后沉降规律数值研究[J].西安理工大学学报,2015,31(3):295-300.
GE Miao-miao,LI Ning,ZHENG Jian-guo,et al.Numerical Analysis of the Post-construction Settlement Regularity of Loess-high Filled Embankment Based on Creep Test[J].Journal of Xi'an University of Technology,2015,31(3):295-300.
[21] LI X,LIU E L,SONG B T,et al.An Improved Nishihara Model for Frozen Loess Considering the Influence of Temperature[J].Advances in Materials Science and Engineering,2018,2018:9073435.
[22] 朱才辉,李 宁,刘俊平.压实Q₃马兰黄土蠕变规律研究[J].西安理工大学学报,2011,27(4):392-399.
ZHU Cai-hui,LI Ning,LIU Jun-ping.Research on the Creep Behavior of Compacted Q₃ Malan Loess[J].Journal of Xi'an University of Technology,2011,27(4):392-399.
[23] ZHOU Z W,MA W,ZHANG S J,et al.Effect of Freeze-thaw Cycles in Mechanical Behaviors of Frozen Loess[J].Cold Regions Science and Technology,2018,146:9-18.
[24] 张卫兵,谢永利.考虑流变特性的黄土高路堤沉降过程计算方法[J].公路交通科技,2011,28(7):25-29.
ZHANG Wei-bing,XIE Yong-li.Computational Me-thod of Settlement Process of Loess-filled Embankment Considering Rheological Characteristic[J].Journal of Highway and Transportation Research and Development,2011,28(7):25-29.
[25] 颜 斌,倪万魁,刘海松.公路黄土地基流变模型研究[J].中国公路学报,2009,22(4):15-19.
YAN Bin,NI Wan-kui,LIU Hai-song.Research on Rheological Model of Highway Loess Subgrade[J].China Journal of Highway and Transport,2009,22(4):15-19.
[26] 谢 星,赵法锁,王东红.西安地区Q₂黄土非线性流变模型[J].长安大学学报(自然科学版),2009,29(5):41-46.
XIE Xing,ZHAO Fa-suo,WANG Dong-hong.Nonli-near Rheological Model for Q₂ Loess in Xi'an Region[J].Journal of Chang'an University(Natural Science Edition),2009,29(5):41-46.
[27] 郭增玉,张朝鹏,夏旺民.高湿度Q₂黄土的非线性流变本构模型及参数[J].岩石力学与工程学报,2000,19(6):780-784.
GUO Zeng-yu,ZHANG Chao-peng,XIA Wang-min.Nonlinear Rheological Constitutive Models and Their Parameters of High Moisture Q₂ Loess[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(6):780-784.
[28] 陈 阳,李喜安,黄润秋,等.影响黄土湿陷性因素的微观试验研究[J].工程地质学报,2015,23(4):646-653.
CHEN Yang,LI Xi-an,HUANG Run-qiu,et al.Micro Experimental Research on Influence Factors of Loess Collapsibility[J].Journal of Engineering Geology,2015,23(4):646-653.
[29] 郭龙骁,张常亮,杨德广,等.黄土单向固结试验微观非连续变形分析[J].长江科学院院报,2017,34(3):80-84.
GUO Long-xiao,ZHANG Chang-liang,YANG De-guang,et al.Discontinuous Deformation Analysis with Microstructural Model for Axial Odometer Test of Loess[J].Journal of Yangtze River Scientific Research Institute,2017,34(3):80-84.
[30] 胡海军,蒋明镜,彭建兵,等.应力路径试验前后不同黄土的孔隙分形特征[J].岩土力学,2014,35(9):2479-2485.
HU Hai-jun,JIANG Ming-jing,PENG Jian-bing,et al.Pore Fractal Features of Different Kinds of Loesses Before and After Stress Path Tests[J].Rock and Soil Mechanics,2014,35(9):2479-2485.
[31] 蒋明镜,胡海军,彭建兵,等.应力路径试验前后黄土孔隙变化及与力学特性的联系[J].岩土工程学报,2012,34(8):1369-1378.
JIANG Ming-jing,HU Hai-jun,PENG Jian-bing,et al.Pore Changes of Loess Before and After Stress Path Tests and Their Links with Mechanical Behaviors[J].Chinese Journal of Geotechnical Engineering,2012,34(8):1369-1378.
[32] 葛苗苗,李 宁,盛岱超,等.水力耦合作用下非饱和压实黄土细观变形机制试验研究[J].岩土力学,2021,42(9):2437-2448.
GE Miao-miao,LI Ning,SHENG Dai-chao,et al.Experimental Investigation of Microscopic Deformation Mechanism of Unsaturated Compacted Loess Under Hydraulic Coupling Conditions[J].Rock and Soil Mechanics,2021,42(9):2437-2448.
[33] GAO H L,CHANG L Y,SUN L,et al.Study on Microstructure of Remolded Loess Using Computerized Tomography[J].Applied Mechanics and Materials,2013,438/439:599-601.
[34] LI X J,JIANG L H,TANG Y C.CT Discrimination and Image Process on Damage Process of Unsaturated Compacted Loess During Triaxial Creep[C]∥WU S F,DU Z Y,DU Z Y,et al.International Conference on Image Processing and Pattern Recognition in Indu-strial Engineering.Xi'an:SPIE,2010:966-973.
[35] 谢 宁,姚海明.土流变研究综述[J].云南工业大学学报,1999(1):54-58.
XIE Ning,YAO Hai-ming.Summary of Research for Rheology in Soil[J].Journal of Yunnan Polytechnic University,1999(1):54-58.
[36] 周静静,赵法锁,祝艳波,等.低速缓动滑坡滑带土剪切蠕变特性[J].中国地质灾害与防治学报,2020,31(1):107-112,126.
ZHOU Jing-jing,ZHAO Fa-suo,ZHU Yan-bo,et al.Shear Creep Properties for Sliding-zone Soil of the Slow-moving Landslides[J].The Chinese Journal of Geological Hazard and Control,2020,31(1):107-112,126.
[37] 王 瑞,王 雷,胡志平,等.交通荷载引起的静偏应力对压实黄土动力特性的影响[J].铁道学报,2019,41(7):110-117.
WANG Rui,WANG Lei,HU Zhi-ping,et al.Study on Dynamic Characteristics of Compacted Loess Subjected to Static Deviatoric Stress Induced by Traffic Loading[J].Journal of the China Railway Society,2019,41(7):110-117.
[38] 胡连信,骆亚生,王鹏程,等.黄土平面蠕变特性试验研究[J].西安理工大学学报,2014,30(3):366-371.
HU Lian-xin,LUO Ya-sheng,WANG Peng-cheng,et al.Testing Research on Plane Creep Behaviors of Loess[J].Journal of Xi'an University of Technology,2014,30(3):366-371.
[39] 郭 鸿,骆亚生,胡连信.平面应变状态下黄土蠕变研究[J].西北农林科技大学学报(自然科学版),2016,44(11):209-214.
GUO Hong,LUO Ya-sheng,HU Lian-xin.Loess Creep in Plane Strain Conditions[J].Journal of Northwest A&F University(Natural Science Edition),2016,44(11):209-214.
[40] 郑 佳,庄建琦,孔嘉旭,等.基于环剪试验的黄土滑坡失稳机理研究[J].干旱区资源与环境,2022,36(3):151-156.
ZHENG Jia,ZHUANG Jian-qi,KONG Jia-xu,et al.Study on Instability Mechanism of Loess Landslide Based on Ring Shear Test[J].Journal of Arid Land Resources and Environment,2022,36(3):151-156.
[41] 朱才辉,李 宁.基于修正FDA方法的黄土高填方地基工后沉降分析[J].岩石力学与工程学报,2015,34(增1):3408-3417.
ZHU Cai-hui,LI Ning.Post-construction Settlement Analysis of Loess-high Filled Foundation Based on Modified FDA Approach[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(S1):3408-3417.
[42] 许 强,蒲川豪,赵宽耀,等.延安新区地面沉降时空演化特征时序InSAR监测与分析[J].武汉大学学报(信息科学版),2021,46(7):957-969.
XU Qiang,PU Chuan-hao,ZHAO Kuan-yao,et al.Time Series InSAR Monitoring and Analysis of Spa-tiotemporal Evolution Characteristics of Land Subsi-dence in Yan'an New District[J].Geomatics and Information Science of Wuhan University,2021,46(7):957-969.
[43] 蒲川豪,许 强,蒋亚楠,等.延安新区地面沉降分布及影响因素的时序InSAR监测分析[J].武汉大学学报(信息科学版),2020,45(11):1728-1738.
PU Chuan-hao,XU Qiang,JIANG Ya-nan,et al.Analysis of Land Subsidence Distribution and Influencing Factors in Yan'an New District Based on Time Series InSAR[J].Geomatics and Information Science of Wuhan University,2020,45(11):1728-1738.
[44] 王雪浪.大厚度湿陷性黄土湿陷变形机理、地基处理及试验研究[D].兰州:兰州理工大学,2012.
WANG Xue-lang.Study on Characteristics of Collapse Deformation for Collapseible Loess,Foundation Treatment Method and Tests[D].Lanzhou:Lanzhou University of Technology,2012.
[45] LI Z X,WANG J D,YANG S,et al.Characteristics of Microstructural Changes of Malan Loess in Yan'an Area During Creep Test[J].Water,2022,14(3):438.
[46] LIU C,SHI B,ZHOU J,et al.Quantification and Cha-racterization of Microporosity by Image Processing,Geometric Measurement and Statistical Methods:Application on SEM Images of Clay Materials[J].Applied Clay Science,2011,54(1):97-106.
[47] ZHANG L X,QI S W,MA L N,et al.Three-dimensional Pore Characterization of Intact Loess and Compacted Loess with Micron Scale Computed Tomography and Mercury Intrusion Porosimetry[J].Scientific Reports,2020,10(1):8511.
[48] 蒋 甫,应荣华,姚 波.黄土粘弹性性质的试验分析[J].石家庄铁道学院学报,2006,19(4):63-66.
JIANG Fu,YING Rong-hua,YAO Bo.Experiment Analysis of Viscoelasticity of Loess[J].Journal of Shijiazhuang Railway Institute,2006,19(4):63-66.
[49] ZHU C H,LI N.Ranking of Influence Factors and Control Technologies for the Post-construction Settlement of Loess High-filling Embankments[J].Computers and Geotechnics,2020,118:103320.
[50] 谷拴成,胡春晖,黄荣宾.基于一维固结仪的黄土蠕变试验方法[J].长江科学院院报,2018,35(11):91-95.
GU Shuan-cheng,HU Chun-hui,HUANG Rong-bin.Test Method of Loess Creep Based on One-dimensional Consolidation Instrument[J].Journal of Yang-tze River Scientific Research Institute,2018,35(11):91-95.
[51] 程海涛,刘保健,谢永利.重塑黄土变形特性[J].长安大学学报(自然科学版),2008,28(5):31-34.
CHENG Hai-tao,LIU Bao-jian,XIE Yong-li.Defor-mation Characteristics of Remolded Loess[J].Journal of Chang'an University(Natural Science Edition),2008,28(5):31-34.
[52] 葛苗苗,李 宁,郑建国,等.基于一维固结试验的压实黄土蠕变模型[J].岩土力学,2015,36(11):3164-3170,3306.
GE Miao-miao,LI Ning,ZHENG Jian-guo,et al.A Creep Model for Compacted Loess Based on 1D Oedometer Test[J].Rock and Soil Mechanics,2015,36(11):3164-3170,3306.
[53] 王松鹤,骆亚生,杨静敬.原状黄土固结蠕变特性试验研究[J].水文地质工程地质,2009,36(6):72-75.
WANG Song-he,LUO Ya-sheng,YANG Jing-jing.Experimental Study on Creep Consolidation Behavior of Intact Loess[J].Hydrogeology & Engineering Geology,2009,36(6):72-75.
[54] 蒋 甫,应荣华.黄土粘弹性性质的室内外试验分析[J].地下空间与工程学报,2008,4(2):269-273,319.
JIANG Fu,YING Rong-hua.Analysis on Loess Viscoelasticity by Laboratory and Field Tests[J].Chinese Journal of Underground Space and Engineering,2008,4(2):269-273,319.
[55] 李金华,方华强,吴士德.高应力下重塑黄土蠕变特性试验[J].河南科技大学学报(自然科学版),2018,39(3):56-60.
LI Jin-hua,FANG Hua-qiang,WU Shi-de.Test on Creep Characteristics of Remolded Loess Under High Stress[J].Journal of Henan University of Science and Technology(Natural Science),2018,39(3):56-60.
[56] 雷祥义.中国黄土的孔隙类型与湿陷性[J].中国科学:B辑,1987,17(12):1309-1318.
LEI Xiang-yi.Pore Types and Collapsibility of Loess in China[J].Science in China:Series B,1987,17(12):1309-1318.
[57] 王松鹤,骆亚生.黄土三轴剪切蠕变特性研究[J].岩土工程学报,2010,32(10):1633-1637.
WANG Song-he,LUO Ya-sheng.Study of Triaxial Shear Creep Characteristics of Loess[J].Chinese Journal of Geotechnical Engineering,2010,32(10):1633-1367.
[58] 王鹏程,骆亚生,胡连信,等.重塑黄土三轴蠕变特性研究及模型分析[J].岩土力学,2015,36(6):1627-1632,1642.
WANG Peng-cheng,LUO Ya-sheng,HU Lian-xin,et al.Research on Triaxial Creep Characteristics and Models of Remolded Loess[J].Rock and Soil Mechanics,2015,36(6):1627-1632,1642.
[59] 王新刚,刘 凯,王友林,等.典型黄土滑坡滑带土不同含水率下蠕变特性试验研究[J].水文地质工程地质,2022,49(5):137-143.
WANG Xin-gang,LIU Kai,WANG You-lin,et al.An Experimental Study of the Creep Characteristics of Loess Landslide Sliding Zone Soil with Different Water Content[J].Hydrogeology & Engineering Geology,2022,49(5):137-143.
[60] 祝艳波,刘振谦,李文杰,等.黄土-三趾马红土滑坡滑带土的长期强度影响因素研究[J].水文地质工程地质,2022,49(2):148-156.
ZHU Yan-bo,LIU Zhen-qian,LI Wen-jie,et al.Experimental Investigation of Influencing Factors on the Long-term Strength of Sliding Zones of the Loess-Hipparion Laterite Landslide[J].Hydrogeology & Engineering Geology,2022,49(2):148-156.
[61] 汪 斌,朱杰兵,唐辉明,等.黄土坡滑坡滑带土的蠕变特性研究[J].长江科学院院报,2008,25(1):49-52.
WANG Bin,ZHU Jie-bing,TANG Hui-ming,et al.Study on Creep Behavior of Slip Band Soil of Huangtupo Landslide[J].Journal of Yangtze River Scientific Research Institute,2008,25(1):49-52.
[62] 唐 皓,党 琪,段 钊,等.关中咸阳地区Q₂黄土蠕变特性试验研究[J].防灾减灾工程学报,2014,34(6):758-763,770.
TANG Hao,DANG Qi,DUAN Zhao,et al.Study on Creep Characteristics of Q₂ Loess of Xianyang Area in the Guanzhong Basin[J].Journal of Disaster Prevention and Mitigation Engineering,2014,34(6):758-763,770.
[63] 雷 恒,杨春景,刘子祺.黄土三轴蠕变试验与Singh-Mitchell模型修正[J].水电能源科学,2015,33(10):112-115.
LEI Heng,YANG Chun-jing,LIU Zi-qi.Loess Tria-xial Creep Test and Revised Singh-Mitchell Model[J].Water Resources and Power,2015,33(10):112-115.
[64] 张 昊,顾强康,裴元新,等.高应力条件下黄土三轴蠕变试验及经验模型[J].空军工程大学学报(自然科学版),2015,16(5):20-23.
ZHANG Hao,GU Qiang-kang,PEI Yuan-xin,et al.Triaxial Creep Test on Loess and a Study of Empirical Models Under Conditions of High Stress[J].Journal of Air Force Engineering University(Natural Science Edition),2015,16(5):20-23.
[65] 刘驰洋,唐 皓,王念秦,等.酸性环境下Q₂黄土一维固结蠕变特性[J].公路,2021,66(6):318-324.
LIU Chi-yang,TANG Hao,WANG Nian-qin,et al.One-dimensional Consolidation Creep Test of Acid-contaminated Q₂ Loess[J].Highway,2021,66(6):318-324.
[66] XUE Z F,CHENG W C,WANG L.Effect of Straw Reinforcement on the Shearing and Creep Behaviours of Quaternary Loess[J].Scientific Reports,2021,11:19926.
[67] 薛中飞,王 琳,郑文杰.农作废弃秸秆加筋黄土的剪切特性[J].长江科学院院报,2020,37(4):180-186.
XUE Zhong-fei,WANG Lin,ZHENG Wen-jie.Shearing Behavior of Loess Reinforced with Post-harvest Straw[J].Journal of Yangtze River Scientific Resear-ch Institute,2020,37(4):180-186.
[68] 汪国刚,骆亚生,李沛达,等.纤维加筋黄土的三轴蠕变试验研究[J].科学技术与工程,2020,20(19):7602-7608.
WANG Guo-gang,LUO Ya-sheng,LI Pei-da,et al.Experimental Study on Three Axis Creep of Fiber Reinforced Loess[J].Science Technology and Engineering,2020,20(19):7602-7608.
[69] 褚 峰,邵生俊,邓国华,等.纤维纱加筋黄土一维蠕变特性试验研究[J].岩石力学与工程学报,2022,41(5):1054-1066.
CHU Feng,SHAO Sheng-jun,DENG Guo-hua,et al.Experimental Study on One Dimensional Creep Behavior of Loess Reinforced with Fiber Yarn[J].Chinese Journal of Rock Mechanics and Engineering,2022,41(5):1054-1066.
[70] 蒋 炼,侯 丰,刘恩龙,等.冻结黄土三轴蠕变特性[J].人民黄河,2019,41(2):148-152.
JIANG Lian,HOU Feng,LIU En-long,et al.Triaxial Creep Characteristics of Frozen Loess[J].Yellow River,2019,41(2):148-152.
[71] ZHOU Z W,MA W,ZHANG S J,et al.Damage Evolution and Recrystallization Enhancement of Frozen Loess[J].International Journal of Damage Mecha-nics,2018,27(8):1131-1155.
[72] 张长庆,魏雪霞,苗天德.冻土蠕变过程的微结构损伤行为与变化特征[J].冰川冻土,1995,17(增1):60-65.
ZHANG Chang-qing,WEI Xue-xia,MIAO Tian-de.Microstructure Damage Behaviour and Change Cha-racteristic in the Frozen Soil Creep Process[J].Journal of Glaciology and Geocryology,1995,17(S1):60-65.
[73] 张长庆,苗天德,王家澄,等.冻结黄土蠕变损伤的电镜分析[J].冰川冻土,1995,17(增1):54-59.
ZHANG Chang-qing,MIAO Tian-de,WANG Jia-cheng,et al.An Analysis on Creep Damage of Frozen Loess by Electronmicroscope[J].Journal of Glaciology and Geocryology,1995,17(S1):54-59.
[74] 董连成,张 公,赵淑萍,等.冻土蠕变指标试验研究[J].冰川冻土,2014,36(1):130-136.
DONG Lian-cheng,ZHANG Gong,ZHAO Shu-ping,et al.Experimental Study of the Creep Indexes of Frozen Soil[J].Journal of Glaciology and Geocryology,2014,36(1):130-136.
[75] ZHOU Z W,MA W,ZHANG S J,et al.Multiaxial Creep of Frozen Loess[J].Mechanics of Materials,2016,95:172-191.
[76] WANG P,LIU E L,SONG B T,et al.Binary Medium Creep Constitutive Model for Frozen Soils Based on Homogenization Theory[J].Cold Regions Science and Technology,2019,162:35-42.
[77] 董皇帅.软黏土蠕变模型研究综述[J].山西建筑,2018,44(14):94-96.
DONG Huang-Shuai.A Review on Creep Model of Soft Clay[J].Shanxi Architecture,2018,44(14):94-96.
[78] 裴元新,顾强康,张仁义,等.黄土压缩特性及高填方填土合理含水率控制[J].中外公路,2014,34(4):56-60.
PEI Yuan-xin,GU Qiang-kang,ZHANG Ren-yi,et al.Compression Characteristics of Loess and Control of Reasonable Moisture Content of High Fill[J].Journal of China & Foreign Highway,2014,34(4):56-60.
[79] LIU X W,ZHANG X D,FU X G,et al.Experimental Study on Creep Characteristics of Saturated Q₂ Loess[J].Frontiers in Earth Science,2022,10:815275.
[80] 张子然,苏卫卫,张留俊,等.基于蠕滑机理的黄土-红层接触面滑坡的动态趋势研究[M]∥中国公路学会.第二届公路基础设施防灾减灾技术国际研讨会论文集.西安:中国公路学会,2016:58-64.
ZHANG Zi-ran,SU Wei-wei,ZHANG Liu-jun,et al.Study on the Dynamic Trend of Landslides on Loess-red Layer Contact Based on Creep-slip Mechanism[C]∥China Highway & Transportation Society.Proceedings of the 2nd International Symposium on Disa-ster Prevention and Mitigation Technologies for Highway Infrastructure.Xi'an:China Highway & Transportation Society,2016:58-64.
[81] 王永刚,庞小冲,陈宏斌.大断面黄土隧道基底加固与长期稳定性分析[J].公路交通技术,2018,34(增1):33-40.
WANG Yong-gang,PANG Xiao-chong,CHEN Hong-bin.An Analysis of Foundation Reinforcement and Long-term Stability of the Large Section Loess Tunnel[J].Technology of Highway and Transport,2018,34(S1):33-40.
[82] 唐亦川,江丽华,李晓军.重塑黄土黏弹特性试验研究与模型参数分析[J].公路,2011(6):136-141.
TANG Yi-chuan,JIANG Li-hua,LI Xiao-jun.Experimental Study and Parameter Analysis of Remolded Loess with Viscoelasticity[J].Highway,2011(6):136-141.
[83] 李 昂,陈建博,孙兴华,等.原状黄土一维蠕变试验及蠕变模型[J].科学技术与工程,2021,21(21):8789-8796.
LI Ang,CHEN Jian-bo,SUN Xing-hua,et al.One Dimensional Creep Test and Creep Model of Undi-sturbed Loess[J].Science Technology and Engineering,2021,21(21):8789-8796.
[84] 董晓宏,张爱军,连江波,等.非饱和冻融黄土固结蠕变特性研究[J].人民长江,2010,41(3):88-91.
DONG Xiao-hong,ZHANG Ai-jun,LIAN Jiang-bo,et al.Study on Consolidation Creep Behavior of Unsaturated Loess Suffering Freezing-thawing Cycles[J].Yangtze River,2010,41(3):88-91.
[85] 陈 沛,王雁林,陈新建,等.黄土-基岩滑坡滑带土蠕变本构模型研究[J].灾害学,2020,35(4):228-234.
CHEN Pei,WANG Yan-lin,CHEN Xin-jian,et al.Research on Creep Constitutive Model of Loess-basic Landslide Slip Zone Soil[J].Journal of Catastrophology,2020,35(4):228-234.
[86] 吴燕开,陈红伟,张志征.饱和黄土的性质与非饱和黄土流变模型[J].岩土力学,2004,25(7):1143-1146.
WU Yan-kai,CHEN Hong-wei,ZHANG Zhi-zheng.Characteristics of Saturated Loess and Rheological Model of Unsaturated Loess in Xi'an[J].Rock and Soil Mechanics,2004,25(7):1143-1146.
[87] 张吉宏,段 钊,唐 皓.蠕变对河流侧蚀型黄土滑坡影响的数值模拟[J].人民黄河,2020,42(2):142-146.
ZHANG Ji-hong,DUAN Zhao,TANG Hao.Numerical Simulation of the Effect of Creep on Loess Landslide Caused by Lateral River Erosion[J].Yellow Ri-ver,2020,42(2):142-146.
[88] 林 斌,赵法锁,霍 亮.黄土损伤与流变耦合模型及参数研究[J].工程地质学报,2010,18(5):685-691.
LIN Bin,ZHAO Fa-suo,HUO Liang.Coupling Study on Damage and Rheological Model of Loess and Its Parameter[J].Journal of Engineering Geology,2010,18(5):685-691.
[89] 李 丽,邓亚虹,王 鹏,等.地裂缝带Q₃原状黄土三维蠕变本构辨识方法[J].地下空间与工程学报,2017,13(4):905-912.
LI Li,DENG Ya-hong,WANG Peng,et al.Three Dimensional Creep Constitutive Identification Method of Ground Fissure Belt Q₃ Undisturbed-loess[J].Chinese Journal of Underground Space and Engineering,2017,13(4):905-912.
[90] 邓亚虹,李 丽,慕焕东,等.西安地区地裂缝带Q₃原状黄土流变特性试验研究[J].岩土力学,2015,36(7):1847-1855.
DENG Ya-hong,LI Li,MU Huan-dong,et al.Experimental Research on Rheological Properties of Q₃ Intact Loess Within Ground Fissures Belt in Xi'an Region[J].Rock and Soil Mechanics,2015,36(7):1847-1855.
[91] 王东红,谢 星,赵法锁.考虑蠕变损伤的Q₂黄土流变本构模型[J].西安科技大学学报,2010,30(6):682-686,725.
WANG Dong-hong,XIE Xing,ZHAO Fa-suo.Creep Damage Rheological Constitutional Model for Q₂ Loe-ss[J].Journal of Xi'an University of Science and Te-chnology,2010,30(6):682-686,725.
[92] 王鹏程,骆亚生,张希栋,等.分级加卸载条件下Q₃黄土三轴蠕变特性研究[J].地下空间与工程学报,2014,10(6):1237-1242.
WANG Peng-cheng,LUO Ya-sheng,ZHANG Xi-dong,et al.Research on the Triaxial Creep Characte-ristics of Q₃ Loess Under Loading and Unloading by Steps[J].Chinese Journal of Underground Space and Engineering,2014,10(6):1237-1242.
[93] 唐 皓,赵法锁,段 钊,等.基于分数阶微积分改进的黄土西原模型[J].水文地质工程地质,2014,41(5):50-56.
TANG Hao,ZHAO Fa-suo,DUAN Zhao,et al.The Improved Nishihara Model of Loess Based on Fractional Calculus[J].Hydrogeology & Engineering Geology,2014,41(5):50-56.
[94] 慕焕东,邓亚虹,赫 佳,等.基于分数阶导数理论的Q₃黄土流变本构模型研究[J].工程地质学报,2022,30(4):1077-1086.
MU Huan-dong,DENG Ya-hong,HE Jia,et al.Study on Rheological Model of Q₃ Loess Based on Fractional Derivative Theory[J].Journal of Engineering Geology,2022,30(4):1077-1086.
[95] 欧湘萍,闫志濠,李 塘,等.湿陷性黄土的流变本构模型研究[J].武汉理工大学学报(交通科学与工程版),2019,43(4):590-595.
OU Xiang-ping,YAN Zhi-hao,LI Tang,et al.Resear-ch on Rheological Constitutive Model of Collapsible Loess[J].Journal of Wuhan University of Technology(Transportation Science & Engineering),2019,43(4):590-595.
[96] 单 帅,谢婉丽,朱荣森,等.加卸荷条件下延安新区压实黄土蠕变特性研究[J].干旱区资源与环境,2021,35(7):144-155.
SHAN Shuai,XIE Wan-li,ZHU Rong-sen,et al.Creep Characteristics of Compacted Loess in Yan'an New District Under Loading and Unloading Conditions[J].Journal of Arid Land Resources and Environment,2021,35(7):144-155.
[97] 唐 皓,王东坡,段 钊,等.基于分数阶微积分的变参数黄土蠕变损伤模型[J].中南大学学报(自然科学版),2015,46(11):4248-4255.
TANG Hao,WANG Dong-po,DUAN Zhao,et al.Va-riable Parameters Creep Damage Model of Loess Ba-sed on Fractional Calculus[J].Journal of Central Sou-th University(Science and Technology),2015,46(11):4248-4255.
[98] 唐 皓,段 钊,赵法锁,等.基于分数阶微积分的Q₂黄土含水损伤蠕变模型[J].长江科学院院报,2015,32(8):78-83.
TANG Hao,DUAN Zhao,ZHAO Fa-suo,et al.Creep Damage Model of Q₂ Loess in Consideration of Moisture Content Based on Fractional Calculus[J].Journal of Yangtze River Scientific Research Institute,2015,32(8):78-83.
[99] DING R H,TANG H,DUAN Z,et al.Analysis on Creep Properties of Aquiferous Loess Under a High Confining Pressure[J].Journal of Engineering Science and Technology Review,2021,14(3):59-68.
[100] TANG H,WANG D P,DUAN Z.New Maxwell Creep Model Based on Fractional and Elastic-plastic Elements[J].Advances in Civil Engineering,2020,2020:9170706.
[101] TANG H,DUAN Z,WANG D P,et al.Experimental Investigation of Creep Behavior of Loess Under Different Moisture Contents[J].Bulletin of Engineering Geology and the Environment,2020,79(1):411-422.
[102] TANG H,LUO J Z,DUAN Z,et al.Experimental Investigation of the Creep Behaviour of Remoulded Loe-ss Under Different Levels of Compactness[J].PLOS ONE,2022,17(1):e0262456.
[103] 赵 玲,葛 科,刘恩龙.黄土的流变特性分析[J].建筑科学,2011,27(3):69-73.
ZHAO Ling,GE Ke,LIU En-long.Study on the Rheological Properties of Loess[J].Building Science,2011,27(3):69-73.
[104] WANG X G,WANG J D,ZHAN H B,et al.Moisture Content Effect on the Creep Behavior of Loess for the Catastrophic Baqiao Landslide[J].Catena,2020,187:104371.
[105] LI Z X,WANG J D,ZHANG D F.Creep Behavior of Intact Loess Followed Unloading Paths[J].Frontiers in Earth Science,2021,9:744864.
[106] CHANG Z L,GAO H X,HUANG F M,et al.Study on the Creep Behaviours and the Improved Burgers Model of a Loess Landslide Considering Matric Suction[J].Natural Hazards,2020,103(1):1479-1497.
[107] 段 钊.黄土滑坡触发机理研究:以泾河下游南岸黄土塬区滑坡为例[D].西安:长安大学,2013.
DUAN Zhao.Study on the Trigger Mechanism of Loess Landslide:A Case Study of the Loess Landslide in the South Bank of Lower Jing River[D].Xi'an:Chang'an University,2013.
[108] 许 强.滑坡的变形破坏行为与内在机理[J].工程地质学报,2012,20(2):145-151.
XU Qiang.Theoretical Studies on Prediction of Landslides Using Slope Deformation Process Data[J].Journal of Engineering Geology,2012,20(2):145-151.
[109] 周静静,赵法锁,袁湘秦,等.滑带土蠕变过程及微观结构演化分析[J].水文地质工程地质,2020,47(3):115-121.
ZHOU Jing-jing,ZHAO Fa-suo,YUAN Xiang-qin,et al.Creep Process and the Microstructural Evolution of Sliding-zone Soil[J].Hydrogeology & Engineering Geology,2020,47(3):115-121.
[110] LIAN B Q,WANG X G,ZHAN H B,et al.Creep Mechanical and Microstructural Insights into the Failure Mechanism of Loess Landslides Induced by Dry-wet Cycles in the Heifangtai Platform,China[J].Engineering Geology,2022,300:106589.
[111] 龙建辉,李同录,李 萍.滑带黄土的剪切蠕变实验研究[M]∥黄润秋,许 强.第三届全国岩土与工程学术大会论文集.成都:四川科学技术出版社,2009:271-275.
LONG Jian-hui,LI Tong-lu,LI Ping.Experimental Study of Shear Creep in Slipband Loess[M]∥HUANG Run-qiu,XU Qiang.Proceedings of the 3rd Conference of Geo-engineering.Chengdu:Sichuan Science and Technology Press,2009:271-275.
[112] 刘玉凤,王 俊,李 伟,等.土体蠕变对阴湾排土场稳定性的影响[J].煤矿安全,2015,46(11):223-226.
LIU Yu-feng,WANG Jun,LI Wei,et al.Effect of Soil Creep on Yinwan Dump Stabilityl[J].Safety in Coal Mines,2015,46(11):223-226.
[113] 兰恒星,彭建兵,祝艳波,等.黄河流域地质地表过程与重大灾害效应研究与展望[J].中国科学:地球科学,2022,52(2):199-221.
LAN Heng-xing,PENG Jian-bing,ZHU Yan-bo,et al.Geological and Surfacial Processes and Major Disaster Effects in the Yellow River Basin[J].Science China:Earth Sciences,2022,52(2):199-221.
[114] 王松鹤,骆亚生.复杂应力下黄土蠕变特性试验研究[J].岩土力学,2009,30(增2):43-47.
WANG Song-he,LUO Ya-sheng.Research on Creep Characteristics of Loess Under Complex Stress[J].Rock and Soil Mechanics,2009,30(S2):43-47.
[115] 杨春景,张 迪.非饱和重塑黄土三轴蠕变试验研究[J].长江科学院院报,2016,33(6):75-78.
YANG Chun-jing,ZHANG Di.Triaxial Creep Tests of Unsaturated Remoulded Loess[J].Journal of Yangtze River Scientific Research Institute,2016,33(6):75-78.
[116] LIU K,YUAN K Z,SHI B Y.Study on Prediction Method for Postconstruction Settlement of Loess Fill Foundation in Northern Shaanxi,China[J].Advances in Civil Engineering,2020,2020:5703420.
[117] 胡 炜,朱立峰,孙萍萍,等.甘肃永靖黑方台地区滑坡形成的黄土时效特性[J].地质通报,2013,32(6):910-918.
HU Wei,ZHU Li-feng,SUN Ping-ping,et al.An Analysis of the Time-dependent Properties of Loess in the Formation of Landslides at Heifangtai Area,Yongjing County,Gansu Province[J].Geological Bulletin of China,2013,32(6):910-918.
[118] 王松鹤,骆亚生,李 焱.黄土固结蠕变特性试验研究[J].工程地质学报,2009,17(5):643-647.
WANG Song-he,LUO Ya-sheng,LI Yan.Laboratory Test of Loess for Consolidation Creep Behavior[J].Journal of Engineering Geology,2009,17(5):643-647.
[119] 王松鹤,骆亚生,董晓宏,等.黄土剪切蠕变特性试验研究[J].岩石力学与工程学报,2010,29(增1):3088-3092.
WANG Song-he,LUO Ya-sheng,DONG Xiao-hong,et al.Experimental Study of Shear Creep Characteristics of Loess[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(S1):3088-3092.
[120] 程海涛,刘保健,谢永利.压实黄土应力-应变-时间特性[J].长安大学学报(自然科学版),2008,28(1):6-9.
CHENG Hai-tao,LIU Bao-jian,XIE Yong-li.Stress-strain-time Behavior of Compacted Loess[J].Journal of Chang'an University(Natural Science Edition),2008,28(1):6-9.
[121] 罗 汀,陈 栋,姚仰平,等.加载路径对重塑黄土一维蠕变特性的影响[J].岩土工程学报,2018,40(7):1294-1299.
LUO Ting,CHEN Dong,YAO Yang-ping,et al.Influence of Loading Paths on One-dimensional Creep Characteristics of Remodeled Loess[J].Chinese Journal of Geotechnical Engineering,2018,40(7):1294-1299.
[122] 李广冬,骆亚生,王志杰,等.Q₃黄土的三轴蠕变试验研究[J].中国农村水利水电,2011(1):127-129,132.
LI Guang-dong,LUO Ya-sheng,WANG Zhi-jie,et al.Research on the Triaxial Creep Characteristics of Loe-ss of Q₃[J].China Rural Water and Hydropower,2011(1):127-129,132.
[123] 董立山,李文强,刘志胜.考虑黄土长期蠕变效应的路基沉降预测方法[J].公路,2022,67(8):1-7.
DONG Li-shan,LI Wen-qiang,LIU Zhi-sheng.Predic-tion Method of Subgrade Settlement Considering Long-term Creep Effect of Loess[J].Highway,2022,67(8):1-7.
[124] 于永堂.黄土高填方场地沉降变形规律与预测方法研究[D].西安:西安建筑科技大学,2019.
YU Yong-tang.Study on Settlement Deformation Cha-racteristics and Prediction Methods of Loess Deep Filled Ground[D].Xi'an:Xi'an University of Architecture and Technology,2019.
[125] 孟 宪.高填土路基沉降试验研究[J].城市道桥与防洪,2005(1):102-105.
MENG Xian.Study on Test of High Filling Subgrade[J].Urban Roads Bridges & Flood Control,2005(1):102-105.

相似文献/References:

[1]王阿丹,王昌业,李萍,等.西安白鹿塬北缘黄土边坡稳定的可靠度分析[J].地球科学与环境学报,2012,34(01):104.
　WANG A-dan,WANG Chang-ye,LI Ping,et al.Reliability analysis for stability of loess slopes along the northern edge of Bailuyuan, Xi'an[J].Journal of Earth Sciences and Environment,2012,34(03):104.
[2]李萍,赵纪飞,李同录.山西乡宁—吉县地区黄土高边坡可靠度研究[J].地球科学与环境学报,2012,34(02):81.
　LI Ping,ZHAO Ji-fei,LI Tong-lu.Study on Reliability for Loess High Slopes in Xiangning-Jixian Area of Shanxi Province[J].Journal of Earth Sciences and Environment,2012,34(03):81.
[3]李文,龙建辉,李同录,等.陕西泾阳南塬黄土滑坡滑带土残余剪切强度特性[J].地球科学与环境学报,2012,34(04):95.
　LI Wen,LONG Jian-hui,LI Tong-lu,et al.Residual Shear Strength Characteristics of Landslide Soil in Loess Landslide of Jingyang Southern Highland, Shaanxi[J].Journal of Earth Sciences and Environment,2012,34(03):95.
[4]张波,陈晓东.闭合型地下连续墙基础竖向承载性能数值模拟[J].地球科学与环境学报,2010,32(03):311.
　ZHANG Bo,CHEN Xiao-dong.Numerical Simulation of Vertical Bearing Capacity of Closed Underground Diaphragm Wall[J].Journal of Earth Sciences and Environment,2010,32(03):311.
[5]胡志平,赵振荣,朱启东,等.西安某地裂缝两侧黄土物理力学性质试验[J].地球科学与环境学报,2009,31(01):85.
　HU Zhi-ping,ZHAO Zhen-rong,ZHU Qi-dong,et al.Experimental Study on Physical Mechanic Property of Loess Near Ground Fissur in Xi'an[J].Journal of Earth Sciences and Environment,2009,31(03):85.
[6]习羽,李同录,邢鲜丽.灌渠渗漏诱发的黄土滑坡泥流触发机理分析[J].地球科学与环境学报,2017,39(01):135.
　XI Yu,LI Tong-lu,XING Xian-li.Analysis of the Triggering Mechanism of a Loess Flowslide Induced by Water Canal Leakage[J].Journal of Earth Sciences and Environment,2017,39(03):135.
[7]刘海松,倪万魁,杨泓全,等.黄土路基降雨入渗现场试验[J].地球科学与环境学报,2008,30(01):60.
　LIU Hai-song,NI Wan-kui,YANG Hong-quan,et al.Site Test on Infiltration of Loess Subgrade under Rainfall Circumstance[J].Journal of Earth Sciences and Environment,2008,30(03):60.
[8]赵法锁,戚炜,王艳婷.三向应力及湿度状态改变对 非饱和黄土力学特征的影响[J].地球科学与环境学报,2007,29(01):80.
　ZHAO Fa-suo,QI Wei,WA NG Yan-ting.Influence of Spherical Stress and Humidity State on Mechanical Property of Unsaturated Loess[J].Journal of Earth Sciences and Environment,2007,29(03):80.
[9]刘悦,黄强兵.模拟堆载作用的黄土边坡土体变形机理试验[J].地球科学与环境学报,2007,29(02):183.
　LIU Yue,HUANG Qiang-bing.Test Study for Simulating Soil Deformation Mechanism of Loess Slope Under Load Condition[J].Journal of Earth Sciences and Environment,2007,29(03):183.
[10]李寻昌,门玉明,刘妮娜,等.注浆法在黄土地区公路路基洞穴处理中的应用[J].地球科学与环境学报,2004,26(01):38.
　LI Xun-chang,MEN Yu-ming,LIU Ni-na,et al.Grouting applied to treatment of roadbase cave in loess areas[J].Journal of Earth Sciences and Environment,2004,26(03):38.

备注/Memo

备注/Memo:

收稿日期:2022-10-14; 修回日期:2023-03-08
基金项目:第二次青藏高原综合科学考察研究项目(2019QZKK0904); 国家自然科学基金项目(42177146,41790442);
云南省科技厅重点研发计划项目(202103AA080013)
作者简介:戚志宇(1994-),男,浙江诸暨人,中国科学院大学工学博士研究生,E-mail:qizhiyu16@mails.ucas.ac.cn。

常用功能

更新日期/Last Update: 2023-05-30