[1] Wang Yu, Li Tonglu, Hou Xiaokun, Zhang Yaguo, Li Ping. (2022). Hydraulic modeling of water flow in the thick vadose zone under precipitation. Geoenvironmental Disasters, (2022)，9:7 DOI:10.1186/s40677-022-00207-4.SCI
[2] 王宇,李同录,雷雨露,李燕.压实黄土土水特征对其孔隙结构的响应[J/OL].岩石力学与工程学报:1-10[2022-03-08].DOI:10.13722/j.cnki.jrme.2021.0820. Wang Yu, Li Tonglu, Lei Yulu, Li Yan. Responding of soil-water characteristics of compacted loess soil to its pore structure[J/OL]. Chinese Journal of Rock Mechanics and Engineering: 1-10[2022-03-08]. DOI: 10.13722/j.cnki. jrme.2021.0820.EI
[3] 张林,李同录,陈存礼.考虑干密度影响的压实黄土土水特征与渗透特性试验研究[J/OL].岩土工程学报:1-9[2022-03-08]. http://kns.cnki.net/kcms/detail/32.1124.TU.20211206.0922.002.html. Zhang Lin, Li Tonglu, Chen Cunli. Study on soil-water characteristics and permeability of compacted loess considering the effect of dry density[J/OL]. Chinese Journal of Geotechnical Engineering:1-9[2022-03-08].http://kns.cnki.net/kcms/detail/32.1124.TU.20211206.0922.002.html. EI
[4] 雷颖,高德彬,马学通,李同录.灞河河道疏浚底泥固化力学特性试验研究[J].安全与环境工程,2022,29(01):183-188.DOI:10.13578/j.cnki.issn.1671-1556.20210376. Lei Ying, Gao Debin, Ma Xuetong, Li Tonglu. Experimental study on mechanical properties of the solidified riverway dredged sediment in Bahe river[J]. Safety and Environmental Engineering, 2022, 29(01): 183-188. DOI:10.13578/j.cnki.issn. 1671-1556.20210376.
[5] 王宇,李同录,张亚国,王晨兴.降水在厚层黄土非饱和带中流态转化过程的物理模拟[J].干旱区资源与环境,2022,36(01):96-102.DOI:10.13448/j.cnki.jalre.2022.013. Wang Yu, Li Tonglu, Zhang Yaguo, Wang Chenxing. Physical simulation for the water migration character in the unsaturated zone of thick loess under precipitation[J]. Journal of Arid Land Ｒesources and Environment, 2022,36(01):96-102.DOI:10.13448/j.cnki.jalre.2022.013.
[6] 赵磊,付昱凯,陈春利,李同录,李萍,王晨兴.青川浅层滑坡降雨入渗及稳定性研究[J].干旱区资源与环境,2022,36(01):111-119.DOI:10.13448/j.cnki.jalre.2022.015. Zhao Lei, Fu Yukai, Chen Chunli, Li Tonglu, Li Ping, Wang Chenxing. Ｒainfall infiltration and stability of shallow landslide in northern Sichuan[J]. Journal of Arid Land Resources and Environment, 2022, 36(01): 111-119. DOI:10.13448/j.cnki.jalre.2022.015.
[7] Shen Wei,Li Tonglu,BERTI Matteo,Li Ping,Lei Yulu,Shen Yueqiang. Numerical modeling of bed deposition in rapid flow-like landslides: a case study of the Gaolou landslide in Shaanxi Province, China[J].Journal of Mountain Science,2021,18(03):599-613.SCI
[8] Wang Yu, Li Tonglu, Zhao Chenxi, Hou Xiaokun, Li Ping, Zhang Yaguo. (2021). A study on the effect of pore and particle distributions on the soil water characteristic curve of compacted loess soil. Environmental Earth Sciences,2021, 80:764. DOI:10.1007/s12665-021-09973-0. SCI
[9] Wang Chenxing, Jiang Ruijun, Wang Hong, Li Tonglu, Kang Haiwei, Hou Xiaokun. (2021). Research on the Formation Mechanism of Loess Vertical Joints. Advances in Civil Engineering. 2021. 1-9. 10.1155/2021/6656620.SCI
[10]张亚国,翟张辉,梁发云,李同录.非饱和土中圆柱孔扩张问题不排水解答及吸力影响效应分析[J].岩土工程学报,2021,43(04):734-742. Zhang Yaguo, Zhai Zhanghui, Liang Fayun, Li Tonglu. Critical cylindrical cavity expansion in unsaturated soil under undrained conditions incorporating suction effects[J]. Chinese Journal of Geotechnical Engineering,2021,43(04):734-742. EI
[11]李燕,李同录,侯晓坤,李华,张杰.用孔隙分布曲线预测压实黄土非饱和渗透曲线及其适用范围的探讨[J].岩土力学,2021,42(09):2395-2404. Li Yan, Li Tonglu, Hou Xiaokun, Li Hua, Zhang Jie. Prediction of unsaturated permeability curve of compaction loess with pore-size distribution curve and its application scope[J]. Rock and Soil Mechanics,2021,42(09):2395-2404.EI
[12]Lin Xiaoyan, Zhang Linfan, Yang Ze, Li Ping, Li Tonglu. Inversion analysis of the shear strength parameters for a high loess slope in the limit state[J].Journal of Mountain Science,2021,18(01):252-264.SCI
[13]Wang Yu, Li Tonglu, Li Ping, et al. Measurement and Uniform Formulation of Soil-Water Characteristic Curve for Compacted Loess Soil with Different Dry Densities[J]. Advances in Civil Engineering, 2021, 2021(6):1-9.SCI
[14]杨泽,蔺晓燕,李同录,杨永辉.陇东黄土的物理力学性质指标统计分析[J].重庆科技学院学报(自然科学版),2021,23(01):111-114. Yang Ze, Lin Xiaoyan, Li Tonglu, Yang Yonghui. Statistical Analysis of Physical and Mechanical Properties of Longdong Loess[J]. Journal of Chongqing Institute of science and Technology (NATURAL SCIENCE EDITION) ), 2021, 23(01):111-114.
[15]Li Yanming, Shen Yuheng, Xiaoquan, Sifeng, Li Tonglu, Zhao Quanli. Theoretical Studies and Implementation on the Temporary Data Storage Method for Cone Penetration Test[J]. Sensors,2021,21(2):SCI
[16]曹博,程旭明,李萍,李同录.Duncan法在黄土高边坡可靠度分析中的应用研究[J].甘肃科学学报,2021,33(01):56-62. Cao Bo, Cheng Xuming, Li Ping, Li Tonglu. Application of Duncan method in reliability analysis of loess high slope[J]. Journal of Gansu Sciences,2021,33(01):56-62.
[17]Hou X , Li T , Qi S , et al. Investigation of the cumulative influence of infiltration on the slope stability with a thick unsaturated zone[J]. Bulletin of Engineering Geology and the Environment, 2021(12).SCI
[18]蔺晓燕,杨泽,李萍,杨永辉,李同录.地层划分对黄土高边坡稳定性分析的影响研究[J].岩土工程学报,2021,43(S1):76-80. Lin Xiaoyan, Yang Ze, Li Ping, Yang Yonghui, Li Tonglu. Effects of stratigraphic division on stability analysis of high loess slopes[J]. Chinese Journal of Geotechnical Engineering,2021,43(S1):76-80.EI
[19]张杰,李萍,李同录,张常亮,乔志甜,李强,沈伟.黄土沉积过程及微结构模型的非连续变形分析[J].工程地质学报,2021,29(04):1199-1206. Zhang Jie, Li Ping, Li Tonglu, Zhang Changliang, Qiao Zhitian, Li Qiang, Shen Wei. Discontinuous deformation simulation of loess sedimentation process and microstructure model[J]． Journal of Engineering Geology，29( 4) : 1199－1206．
[20]张杰,张常亮,李萍,李同录,乔志甜,李强.结构性黄土压缩特性的微观非连续变形分析[J].长江科学院院报,2021,38(05):123-130. Zhang Jie, Zhang Changliang, Li Ping, Li Tonglu, Qiao Zhitian, Li Qiang. Microscopic discontinuous deformation of structured loess under compression[J]. Microscopic Discontinuous Deformation of Structured Loess under Compression,2021,38(05):123-130.
[21]李强,李同录,乔志甜,张常亮,李萍,沈伟,郭龙骁.非饱和土粒间毛细作用的微观不连续变形分析[J].工程地质学报,2021,29(03):834-842. Li Qiang, Li Tonglu, Qiao Zhitian, Zhang Changliang, Li Ping, Shen Wei, Guo Longxiao. Microscopic discontinuity deformation analysis of capillary in unsaturated soil[J]． Journal of Engineering Geology,2021,29( 3) : 834－842．
[22]康海伟,李萍,侯晓坤,李同录,夏增选,张辉.原状黄土土水特征滞后性研究[J].水文地质工程地质,2020,47(02):76-83. Kang Haiwei, Li Ping, Hou Xiaokun, Li Tonglu, Xia Zengxuan, Zhang Hui. Study on the hysteresis of soil-water characteristics of undisturbed loess[J]. Hydrogeology and Engineering Geology, 2020, 47(02): 76-83.
[23]夏增选,李萍,曹博,李同录,沈伟,康海伟.边坡可靠度的Bayes估计及后验稳健性[J].河海大学学报(自然科学版),2020,48(03):238-244. Xia Zengxuan, Li Ping, Cao Bo, Li Tonglu, Shen Wei, Kang Haiwei. Bayes estimation and posterior robustness of slope reliability[J]. Journal of Hohai University (Natural Science Edition), 2020, 48(03) :238-244.
[24]翟张辉,张亚国,李同录,黄沛.考虑非饱和土吸力效应的圆柱孔扩张有效应力解析[J].工程科学与技术,2020,52(03):100-106. Zhai Zhanghui, Zhang Yaguo, Li Tonglu, Huang Pei. Analysis of the effective stress of cylindrical cavity expansion considering the suction effect of unsaturated soil[J]. Engineering Science and Technology, 2020, 52(03): 100-106.
[25]高志傲,李萍,肖俊杰,李同录.利用常规直剪试验评价非饱和黄土抗剪强度[J].工程地质学报,2020,28(02):344-351. Gao Zhiao, Li Ping, Xiao Junjie, Li Tonglu. Using conventional direct shear test to evaluate the shear strength of unsaturated loess[J]. Journal of Engineering Geology, 2020, 28(02): 344-351.
[26]李同录,张辉,李萍,康海伟,葛书磊.不同沉积环境下马兰黄土孔隙分布与土水特征的模式分析[J].水文地质工程地质,2020,47(03):107-114. Li Tonglu, Zhang Hui, Li Ping, Kang Haiwei, Ge Shulei. Model analysis of pore distribution and soil-water characteristics of Malan loess in different sedimentary environments[J]. Hydrogeology and Engineering Geology, 2020, 47(03):107-114.
[27]沈月强,沈伟,李同录,郭剑,雷雨露.基底侵蚀对高速流动性滑坡运动性影响的模拟分析[J].工程地质学报,2019,27(06):1405-1414. Shen Yueqiang, Shen Wei, Li Tonglu, Guo Jian, Lei Yulu. Simulation analysis of the influence of basement erosion on the mobility of high-speed fluid landslides[J]. Journal of Engineering Geology, 2019, 27(06): 1405-1414.
[28]李强，乔志甜，沈伟，李萍，李同录.土颗粒形态的二维数学表达及其适用性[J].甘肃科学学报，2020,32（1）:52-59.
Li Qiang,Qiao Zhitian,Shen Wei,Li Ping,Li Tonglu.Two-dimensional Mathematical
Expression and Its Applicability of Soil Particle Morphology[J]. Journal of Gansu Sciences, 2020,32（1）:52-59.
[29]乔志甜，李强，张杰，李萍，沈伟，李同录.基于Monte Carlo法的黄土二维微观结构模型构建[J].长江科学院院报，2020,37（4）:79-89.
Qiao Zhitian,Li Qiang,Zhang Jie,Li Ping,Shen Wei,Li Tonglu.A Method for Generating Two-dimensional Microstructure Model of Loess Based on Monte Carlo Method[J]. Journal of Yangtze River Scientific Research Institute,2020,37（4）:79-89.
[30]李华,李同录,张亚国,李萍,范江文.不同干密度压实黄土的非饱和渗透性曲线特征及其与孔隙分布的关系[J].水利学报,2020,51(08):979-986. Li Hua, Li Tonglu, Zhang Yaguo, Li Ping, Fan Jiangwen. Unsaturated permeability curve characteristics of compacted loess with different dry densities and its relationship with pore distribution [J]. Journal of Hydraulic Engineering, 2020, 51(08): 979 -986. EI
[31]李华,李同录,江睿君,范江文.基于滤纸法的非饱和渗透性曲线测试[J].岩土力学,2020,41(03):895-904. Li Hua, Li Tonglu, Jiang Ruijun, Fan Jiangwen. Unsaturated permeability curve test based on filter paper method[J]. Rock and Soil Mechanics, 2020, 41(03): 895-904. EI
[32]Jian Guo,Shujian Yi,Yanzhou Yin,Yifei Cui,Mingyue Qin,Tonglu Li,Chenyang Wang. The effect of topography on landslide kinematics: a case study of the Jichang town landslide in Guizhou, China[J]. Landslides,2020(prepublish). SCI
[33]Fu Y , Gao Z , Hong Y , et al. Destructuration of saturated natural loess: From experiments to constitutive modeling[J]. International Journal of Damage Mechanics, 2020:105678952093930. SCI
[34]Hou X , Vanapalli S , Li T . Water flow in unsaturated soils subjected to multiple infiltration events[J]. Canadian Geotechnical Journal, 2020. SCI
[35]Li L , Ni W , Li T , et al. Influences of anthropogenic factors on lakes area in the Golmud Basin, China, from 1980 to 2015[J]. Environmental Earth Sciences, 2020, 79(1):1-14. SCI
[36]Li P , Dong L , Gao X , et al. An Extension of Taylor's φ -Circle Method and Some Stability Charts for Submerged Slopes[J]. Advances in Civil Engineering, 2020, 2020(3):1-10. SCI
[37]Wei Shen, Dongpo Wang, Siming He &Tonglu Li。Numerical Assessment of the Impeding Effect of Check Dams In the Hongchun Debris Flow Gully, Sichuan Province, China)[J]. Bulletin of Engineering Geology and the Environment,2020. SCI
[38]Xiao Xie,Ping Li,Xiaokun Hou,Tonglu Li,Guowei Zhang,Charles C. Sorrell. Microstructure of Compacted Loess and Its Influence on the Soil-Water Characteristic Curve[J]. Advances in Materials Science and Engineering,2020,2020. SCI
[39]Tonglu Li,Yaguo Zhang,Wei Shen,Yu Wang. Closure to “Hydraulic Model of Transition of Transient to Steady Flows in the Vadose Zone” by Yaguo Zhang, Tonglu Li, Wei Shen, and Yu Wang[J]. Journal of Hydrologic Engineering,2020,25(11). SCI
[40]Li H , Li T L , Li P , et al. Prediction of loess soil-water characteristic curve by mercury intrusion porosimetry[J]. Journal of Mountain Science, 2020(12). SCI
[41]Wei Shen,Tonglu Li,Ping Li,Yulu Lei. Numerical assessment for the efficiencies of check dams in debris flow gullies: A case study[J]. Computers and Geotechnics,2020,122. SCI
[42]H. Li, T. Li, R. Jiang, Y. Wang, and Y. Zhang, “A New Method to Simultaneously Measure the Soil–Water Characteristic Curve and Hydraulic Conductivity Function Using Filter Paper,” Geotechnical Testing Journal 43, no. 6 (November/December 2020): 1541–1551. SCI
[43]李萍，白健忠， Griffiths D V，李同录，郑亚楠.黄土边坡可靠度的随机有限元分析[J].地球科学与环境学报，2019,41(1) :116-126. Li Ping, Bai Jianzhong, Griffiths D V，Li Tonglu, Zheng Yanan. Random finite element analysis for the reliability of loess slopes[J]. Journal of Earth Sciences and Environment, 2019,41(1) :116-126.
[44]Hou Xiaokun, Li Tonglu (通讯), Vanapalli Sai K.,Yu Xi. Water percolation in a thick unsaturated loess layer considering the ground‐atmosphere interaction [J]. Hydrological Processes. 2019, 33: 794–802. SCI
[45]Shen Wei, Li Tonglu(通讯)，Li Ping, Guo Jian. A modified finite difference model for the modeling of flowslides[J]. Landslides, 2018, 15(8):1577-1593. SCI
[46]Hou Xiaokun, Vanapalli Sai K., Li Tonglu. Water infiltration characteristics in loess associated with irrigation activities and its influence on the slope stability in Heifangtai loess highland, China[J]. Engineering Geology, 2018, 234: 27-37. SCI
[47]Li Ping, Li Tonglu(通讯), Vanapalli Sai K.. Prediction of soil-water characteristic curve for Malan loess in Loess Plateau of China[J]. Journal of Central South University, 2018, 25(2):432-447. SCI
[48]郭剑，李同录，李萍，等.一种考虑曲面地形效应的流动性滑坡运动模型[J]. 工程地质学报，2018.26(2):319-324. Guo Jian, Li Tonglu, Li Ping,et al. 2018. A numerical model for simulation for flowslide on curved topography[J]. Journal of Engineering Geology, 2018.26(2):319-324.
[49]习羽，李同录，江睿君，蔺晓燕. 陇东黄土工程地质分层及其物理特性[J]. 水文地质工程地质，2018，45（4）:67-72. Xi Yu, Li Tonglu, Jiang Ruijun, Lin Xiaoyan. Engineering geological stratigraphy and physical properties of the loess in eastern Gansu[J]. Hydrogeology & Engineering Geology, 2018，45（4）:67-72.
[50]李同录，习羽，侯晓坤. 水致黄土深层滑坡灾变机理[J]. 工程地质学报，2018,26（5）：1114-1120.Li Tonglu, Xi Yu, Hou Xiaokun. Mechanism of surface water infiltration induced deep loess landslide[J]. Journal of Engineering Geology, 2018,26（5）：1114-1120.
[51]马鹏辉，彭建兵，李同录，等. 陕西泾阳“3.8”蒋留黄土滑坡成因及运动特征分析[J]. 工程地质学报，2018,26（3）:663-671.
[52]沈伟，李同录，张中华，等. 浅层蠕动型黄土滑坡机理[J].山地学报，2017,35（6）:835-841.
[53]郭剑，李同录，江睿君，李萍. 2017. 矿山采洞位置对边坡稳定性的影响分析[J].工程地质学报，25（增）：325-331.Guo Jian，Li Tonglu，Jiang Ruijun，Li Ping. 2017. Analysis on the influence of mine cave location on slope stability[J]. Journal of Engineering Geology, 25（Suppl.）：325-331.
[54]张新婷,李同录,邢鲜丽,李萍. 2017. 基于CD三轴试验的非饱和黄土吸应力强度参数确定[J]. 工程地质学报,25(01):36-42. Zhang Xinting, Li Tonglu, Xing Xianli, Li Ping. 2017. Determination of suction stress strength parameters of unsaturated loess with conventional triaxial CD text[J]. Journal of Engineering Geology, 25(01):36-42.
[55]习羽,李同录,李萍,张倩. 2017 蒸汽凝水滴渗诱发的一个非饱和黄土滑坡机理研究[J]. 水文地质工程地质,44(04):145-152. Xi Yu, Li Tonglu, Li Ping, Zhang Qian. 2017. Mechanism of an unsaturated loess landslide induced by dropping of condensed water vapor[J]. Hydrogeology & Engineering Geology, 44(04):145-152.
[56]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（1）:135-142.
[57]高晓雯,李萍,李同录,李征征. 2017. Taylor摩擦圆法在浸水边坡稳定性计算中的拓展[J]. 建筑科学与工程学报,34(03):119-126. Gao Xiaowen, Li Ping, Li Tonglu, Li Zhengzheng. 2017. Extension of taylor,s friction circle method in submerged slopes stability calculation[J]. Journal of Architecture and Civil Engineering,34(03):119-126.
[58]李晓猛，李萍，马路，李同录. 2017. 非饱和黄土基质吸力与结构屈服压力的关系研究[J].工程地质学报，25（增）：189-193.Li Xiaomeng, Li Ping, Ma Lu, Li Tonglu. 2017. Research on the relation between unsaturated loess matrix suction and yielding stress of structures. [J] .Journal of Engineering Geology, 25 (Supp.):189-193.
[59]白健忠，李萍，李晓猛，李同录. 2017. 泾阳黄土饱和有效抗剪强度参数研究[J].工程地质学报，25（增）：178-182. Bai Jianzhong, Li Ping, Li Xiaomeng, Li Tonglu. 2017. Reseach on saturation effective shear strength parameters of Jingyang loess.[J].Journal of Engineering Geology, 25 (Supp.):178-182.
[60]张倩，江睿君，张亚卿，李同录. 非饱和黄土渗透性规律的土柱试验研究[J]. 工程地质学报，2017,25（Suppl.）:220-224. Zhang Qian, Jiang Ruijun, Zhang Yaqing,Li Tonglu. A Column test for investigating the permeability characteristics of unsaturated loess[J].Journal of Engineering Geology, 2017,25（Suppl.）:220-224.
[61]翟张辉，沈伟，李同录，等. 天水市大沟滑坡-泥石流运动过程模拟分析[J]. 工程地质学报，2017,25（Suppl.）:400-406.
[62]赵纪飞，黄嘉悦，侯晓坤，李同录，蔺晓燕. 灌溉诱发的黑方台黄土滑坡泥流机理分析[J].灾害学，2017, 32（4）：60-66.
[63]赵纪飞，侯晓坤，李同录，蔺晓燕. 甘肃黑方台焦家滑坡泥流运动过程的模拟[J]. 灾害学，2017, 32（3）：96-100.
[64]Li Ping, Li Tonglu(通讯), Vanapalli, Sai K.. Influence of environmental factors on the wetting front depth: A case study in the Loess Plateau[J]. Engineering Geology, 2016,214: 1-10. SCI
[65]Xing Xianli, Li Tonglu, Fu Yukai. Determination of the related strength parameters of unsaturated loess with conventional triaxial test [J]. Environmental Earth Sciences, 2016,75(1): SCI
[66]李萍,张倩,侯晓坤,李同录.2016. 强度随深度线性增长的不排水土坡稳定性分析[J]. 水文地质工程地质, 43(3): 59-65.Li Ping, Zhang Qian, Hou Xiaokun, Li Tonglu. 2016. Stability analysis of an undrained soil slope against the linearly increasing shear strength[J]. Hydrogeology & Engineering Geology, 43(3):59-65.
[67]刘文红,李同录,李萍. 2016. 条形荷载下不排水土坡破坏模式判定及极限承载力估算[J]. 工程地质学报, 24(2): 197-203.Liu Wenhong, Li Tonglu, Li Ping. 2016. Numerical analysis for failure mode and ultimate bearing capacity of striping footings on crest of undrained slopes[J]. Journal of Engineering Geology, 24(2): 197-203.
[68]郑泓,李萍,包健,李同录.2016.粒度组成与结构性对非饱和黄土基质吸力的影响研究[J].工程地质学报，24（增）：1238-1242.Zheng Hong,Li Ping,Bao Jian，Li Tonglu.2016.Research on the effect of grain size composition and structure on the matric suction of unsaturated loess.[J].Journal of Engineering Geology. 24 (Supp.):1238-1242.
[69]张中华，李萍，李同录.2016.黄土结合水含量及其物理指标的关系研究[J].工程地质学报，24（增）：1401-1406.Zhang Zhonghua,Li Ping,Li Tonglu.2016.Relationship between loess and bound water content and physical indications[J].Journal of Engineering Geology, 24 (Supp.):1401-1406.
[70]谢潇，侯晓坤，赵权利，李萍，李同录，邓乐娟.2016.黑方台黄土的孔隙特征及其与湿陷性的关系分析[J].工程地质学报，24（增）：362-368.Xie Xiao,Hou Xiaokun,Zhao Quanli,et al.2016.Analysis of the relationship between the pore distributions and collapsibility of loess.[J].Journal of Engineering Geology, 24 (Supp.):362-368.
[71]李同录,刘文红,李萍.2016.黄土抗剪强度参数的反演分析及其空间变化规律[J]. 水文地质工程地质, 43(6):101-106. Li Tonglu, Liu Wenhong, Li Ping. 2016. Reversion analysis of the loess strength parameters and their spatial variation characters[J]. Hydrogeology & Engineering Geology ,43(6):101-106.
[72]侯晓坤, 翟张辉,晁建红,张常亮，李萍，李同录.2016.黄土非饱和湿陷变形的计算模型[J].水文地质工程地质,43(3):94-99. Hou Xiaokun, Zhai Zhanghui, Chao Jianhong, et al.2016. A model for prediction the unsaturated collapse deformation of loess[J]. Hydrogeology &Engineering Geology, 43(3):94-99.
[74]Li Ping, Li Tonglu, Xing Xianli, Wang Hong. In-situ Observation on Regularities of Rainfall Infiltration in Cold and Dry Loess Area[C]. Engineering Geology for Society and Territory: Climate Change and Engineering Geology, 2015,1: 325-329. ISTP
[75]Li Tonglu, Xing Xianli, Li Ping. The Landslides Induced by the Released Inclusion Water of the Frozen Soil in the Side of the Heifangtai Loess Platform, Gansu Province, China[C]. Engineering Geology for Society and Territory: Climate Change and Engineering Geology, 2015,1: 217-221. ISTP
[76]Zhang Changliang, Li Tonglu, Li Ping. Rainfall infiltration in Chinese loess by in situ observation[J]. Journal of Hydrologic Engineering, 2014, 19(9): SCI
[77]侯晓坤,李同录,赵谦,等.2015. 黄土地区路堑高边坡可靠度设计标准研究[J]. 工程地质学报, 23(增):132-138. Hou Xiaokun, Li Tonglu, Zhao Qian,et al. 2015. Research on reliability criteria applying in high cutting loess slope design[J]. Journal of Engineering Geology, 23(Supp.):132-138.
[78]李同录*，王红，付昱凯，梁燕，黄土垂直节理形成机理的试验模拟，地球科学与环境学报，2014，36(02)：127~134
[79]李萍，李同录，付昱凯，常维，侯晓坤，梁燕，非饱和黄土中降雨入渗规律的现场监测研究，中南大学学报(自然科学版)，2014，45(10)：3551~3560 EI
[80]王红，李同录，付昱凯，利用瞬态剖面法测定非饱和黄土的渗透性曲线，水利学报，2014，45(08)：997~1003 EI
[81]张常亮，李萍，李同录，张茂省，黄土中降雨入渗规律的现场监测研究，水利学报，2014，45(06)：728~734 EI
[82]邢鲜丽,李同录,李萍,等. 2014. 黄土抗剪强度与含水率的变化规律[J]. 水文地质工程地质, 41(3):53-59.
[83]Xing Xianli, Li Tonglu, Li Ping,et al. 2014. Variation regularities of loess shear strength with the moisture content[J]. Hydrogeology & Engineering Geology, 41(3):53-59.
[84]强菲,李萍,李同录.2014.黄土完全软化强度与残余强度的对比试验研究[J]. 工程地质学报, 22(5):832-838. Qiang Fei, Li Ping, Li Tonglu. 2014. Comparative test study between fully softened and residual strengths of loess[J]. Journal of Engineering Geology, 22(5):832-838.
[85]郑亚楠,侯晓坤,李萍,李同录.2014. 晋西隰县-离石地区黄土高边坡可靠度研究[J]. 工程地质学报, 22(3):372-378.Zheng Yanan, Hou Xiaokun, Li Ping,Li Tonglu. 2014. Reliability study of loess high slipe stability in Xixian-Lishi area of western Shanxi Province[J]. Journal of Engineering Geology, 22(3):372-378.
[86]侯晓坤,李同录,李萍.2014. 开挖黄土高边坡的应力路径及变形破坏机制分析[J]. 岩土力学, 35(增2):548-555.Hou Xiaokun, Li Tonglu, Li Ping. Analysis of stress path and deformation-failure mechanism of high cutting loess slope[J]. Rock and Soil Mechanics, 35(Supp.2):548-555. EI
[87]蔺晓燕,李同录,赵纪飞,等.2014. 甘肃黑方台黄土固结-渗透特性试验研究[J]. 水文地质工程地质, 41(1):41-47. Lin Xiaoyan , Li Tonglu, Zhao Jifei, et al. 2014. Permeability characteristics of loess under different consolidation pressures in the Heifangtai platform[J]. Hydrogeology & Engineering Geology, 41(1):41-47.
[88]蔺晓燕李同录张子然赵纪飞汪发武张紫航。陕西华县高楼村黄土滑坡—泥流的成因分析[J]. 工程地质学报，2013，21(2):282-288.
[89]李萍，李同录，王阿丹，张亚国，梁燕，赵纪飞，黄土中水分迁移规律现场试验研究，岩土力学，2013，34(05)：1331~1339. Li Ping，Li Tonglu, Wang Adan, Zhang Yaguo, Liang Yan, Zhao Jifei. In-situ test research on regularities of water migration in loess[J]. Rock and Soil Mechanics, 2013,34（5）:1331-1339. EI
[90]李萍, 黄丽娟，李振江，李新生，李同录．2013. 甘肃黄土高边坡可靠度研究[J]．岩土力学， 34(3): 811-817.Li Ping, Huang Lijuan, Li Zhenjiang, et al. 2013. Study of Reliability for Loess High Slopes in Gansu Area [J]. Rock and Soil Mechanics, 4(3): 811-817. EI
[91]Li Tonglu, Zhao Jifei, Li Ping, Wang Fawu. Failure and motion mechanisms of a rapid loess flowslide triggered by irrigation in the Guanzhong irrigation area, Shaanxi, China[J]. Environmental Science and Engineering, 2013: 421-433. EI
[92]Li Tonglu, Wang Changye, Li Ping. Loess deposit and loess landslides on the Chinese loess plateau[J]. Environmental Science and Engineering, 2013: 235-261. EI
[93]Li Tonglu, Wang Peng, Xi Yu. The mechanisms for initiation and motion of Chinese loess landslides[J]. Environmental Science and Engineering, 2013: 105-122. EI
[94]李同录，刘超，李萍. 2013.甘肃天水地区黄土极限状态边坡的统计分析[J].地球科学与环境学报，35(2):107-114.Li Tonglu, Liu Chao, Li Ping. 2013. Statistical Analysis of the Limit State Loess Slope in Tianshui Area of Gansu[J].Journal of Earth Sciences and Environment, 35(2):107-114.
[95]李萍, 王宁, 高德彬, 李同录. 2013.山西河南西部地区黄土高边坡可靠度分析[J]. 西安建筑科技大学学报（自然科学版），45(4): 574-581. Li Ping, Wang Ning, Gao Debin,et al. 2013. Analysis on the reliability of the loess slopes in West Shanxi and Henan Provinces[J]. J.Xi'an Univ.of Arch.&Tech.(Natural Science Edition), 45(4): 574-581.
[96]李萍，李同录，王红，梁燕. 饱和黄土土-水特征曲线与渗透系数Childs & Collis-Geroge 模型预测[J]. 岩土力学，2013, 34（Suppl.2）:184-189. Li Ping, Li Tonglu, Wang Hong, Liang Yan. Soil-water characteristic curve and permeability prediction on Childs & Collis-Geroge model of unsaturated loess[J]. Rock Soil Mechanics, 2013, 34（Suppl.2）:184-189. EI
[97]李萍，张波，李同录．2012. 黄土高原边坡特征与破坏规律的分区研究[J]．地球科学与环境学报， 34(3): 89-98. Li Ping, Zhang B, Li T L. 2012. Study on Regionalization for Characteristic and Destruction Rule of Slope in Loess Plateau[J]. Journal of Earth Sciences and Environment, 34(3): 89-98.
[98]黄丽娟,刘超,李萍,李同录. 2012. 吉县水洞沟滑坡稳定性的可靠度分析[J].工程地质学报, 20(增):544-549. Huang Lijuan, Liu Chao, Li Ping,et al.2012. Analysis on landslide stability of Shuidonggou, Ji county[J]. Journal of Engineering Geology, 20(Suppl.):544-549.
[99]张常亮,王阿丹,邢鲜丽,王昌业，李同录，李萍.2012.侵蚀作用诱发黄土滑坡的机制研究[J]. 岩土力学, 33(5):1585-1592. Zhang Changliang, Wang Adan, Xing Xianli,et al. 2012. Research on mechanism of loess landslides caused by erosion[J].Rock and Soil Mechanics, 33(5):1585-1592. EI
[100] 李文,龙建辉,李同录,等.2012. 陕西泾阳南源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, 34(4):95-100. Li Wen , Long Jianhui, Li Tonglu, et al. 2012. Residual shear strength characteristics of landslide soil in loess landslide of Jingyang southern highland, Shaanxi[J]. Journal of Earth Sciences and Environment, 34(4):95-100.
[101] 王阿丹, 王昌业, 李萍, 李同录. 2012.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, 34(1): 104-110. Wang Adan, Wang Changye, Li Ping, et al. 2012. Reliability analysis for stability of loess slopes along the northern edge of Bailuyuan,Xi’an[J]. Journal of Earth Sciences and Environment, 34(1): 104-110.
[102] 梁燕，邢鲜丽，李同录，徐平，刘树林，晚更新世黄土渗透性的各向异性及其机制研究，岩土力学，2012，33(05)：1313~1318 EI
[103] Liang Yan, Huang Lijuan, Xing Xianli, Li Ping, Li Tonglu. Study on the reliability of loess cutting slope considering the variability of soil-water characteristic parameters[J]. Advanced Materials Research, 446-449: 1967-1972. EI
[104] 李同录*，王刘华，张常亮，李萍，土质边坡空间临界滑动面搜索的优化算法，地球科学与环境学报，2011，33(03)：300~305.
[105] Lin Xiaoyan, Li Tonglu. Development and implement of a new shear creep apparatus[C]. International Conference on Civil Engineering and Transportation-Applied Mechanics and Materials, 2011: 1351-1354. ISTP
[106] 张茂省，李同录，黄土滑坡诱发因素及其形成机理研究，工程地质学报，2011，19(04)：530~540
[107] 陈春利,邢鲜丽,李萍,李同录.2011.甘肃黑方台黄土边坡稳定性的可靠度分析[J].工程地质学报, 19(4):550-554. Chen Chunli, Xing Xianli, Li Ping,et al.2011. Analysis on loess slope stability of Heifangtai , Gansu province[J]. Journal of Engineering Geology,19(4):550-554.
[108] 张常亮，李萍，陶福平，李同录.2011. 黄土强度指标对边坡稳定性的影响研究[J].公路交通科技, 28(3):20-24. Zhang Changliang, Li Ping, Tao Fuping,et al. 2011. Research of effect of strength index on loess slope stability[J]. Journal of Highway and Transportation Research and Development, 28(3):20-24.
[109] 张亚国,张波,李萍,李同录.2011. 基于点估计法的黄土边坡可靠度研究[J].工程地质学报, 19(4):615-619. Zhang Yaguo, Zhang Bo, Li Ping,et al.2011. Research on loess slope reliability based on the point estimate method[J]. Journal of Engineering Geology,19(4):615-619.
[110] 张常亮,李同录,李萍.2011.三维滑坡推力计算方法探讨[J]. 工程地质学报,19(2):162-167. Zhang Changliang, Li Tonglu, Li Ping. 2011. Calculation method for driving force of three-dimensional landslides[J]. Journal of Engineering Geology,19(2):162-167.
[111] Tonglu Li,Cheng Zhao, Ping Li. A strict method for searching the critical slip circle of earth slopes[C].The 11th IAEG Congress，Auckland，2010: 3223-3230.
[112] 龙建辉,郭文斌,李萍,李同录.2010.黄土滑坡滑带土的蠕变特性[J]. 岩土工程学报,32(7):1023-1028. Long Jianhui, Guo Wenbin, Li Ping,et al. 2010. Creep property of soil in sliding zone of loess landslide[J]. Chinese Journal of Geotechnical Engineering, 32(7):1023-1028.EI
[113] 张常亮,李同录,李萍. 2010. 基于最大最小原理的三维边坡稳定性探讨[J].工程地质学报, 18(2):222-228. Zhang Changliang, Li Tonglu, Li Ping. 2010. Maximum and minimum principles based assessment of three-dimensional slope stability[J]. Journal of Engineering Geology, 18(2):222-228.
[114] 徐平,李同录,李萍.2010. 考虑非饱和渗流作用下三峡库岸滑坡稳定性研究[J]. 中国地质灾害与防治学报,21(1):7-12. Xu Ping, Li Tonglu, Li Ping. 2010. Stability study on Majiagou landslide in Three Gorges Reservoir area with consideration of unsaturated seepage[J]. The Chinese Journal of Geological Hazard and Control, 21(1):7-12.
[115] 张常亮,李同录,李萍.2010. 三维极限平衡法通用形式的建立及应用[J]. 地球科学与环境学报, 32(1): 98-105. Zhang Changliang, Li Tonglu, Li Ping. 2010. Constitution and Application of Three-dimensional limit equilibrium general form[J]. Journal of Earth Sciences and Environment, 32(1): 98-105.
[116] Tonglu Li，Ping Li，Ping Xu &Changliang Zhang. Stability assessment for the landslide undergoing the effects of water level fluctuation in the Three Gorges Reservoir area,China[C].第七届亚洲区IAEG会议，成都，2009：969-981.
[117] 李萍, 王秉纲, 李同录,等. 2009. 陕西地区黄土路堑高边坡可靠度研究[J]. 中国公路学报, 22(6): 18-25. Li Ping, Wang Binggang, Li Tonglu, et al. 2009. Study of Reliability for Loess Cutting High Slope in Shaanxi Province[J]. China Journal of Highway and Transport, 22(6): 18-25. EI
[118] 李同录,徐平,李萍.2009. 一种用于非饱和黄土钻探的双管螺旋钻[J]. 地球科学与环境学报,31(2):185-187. Li Tonglu, Xu Ping, Li Ping. 2009. A dual tube auger for unsaturated loess drilling[J]. Journal of Earth Sciences and Environment, 31(2):185-187.
[119] 梁燕,李同录,李萍,等.2009. 优化方法在库岸斜坡稳定性评价中的应用[J]. 水文地质工程地质, 36(6):114-117. Liang Yan, Li Tonglu, Li Ping, et al. 2009. Application of the optimization method to the analysis of landslide stability in a reservoir region[J]. Hydrogeology & Engineering Geology, 36(6):114-117.
[120] 李萍, 王秉纲, 李同录. 2009. 自然类比法在黄土路堑边坡设计中的应用研究[J]. 公路交通科技, 26(2), 1-5. Li Ping, Wang Binggang, Li Tonglu. 2009. Study on Analogism Used in Highway Cutting Loess Slope Design[J]. Journal of Highway and Transportation Research and Development, 26(2), 1-5.
[121] Tonglu Li & Xiaoyan Lin. Two approaches to identifying the slip zones of loess landslides and related issues[C]. the 10th International Symposium on Landslides and Engineered Slopes，西安，2008：435-441.
[122] 张常亮,李同录,李萍,等.2008. 边坡三维极限平衡法的通用形式[J]. 工程地质学报,16(1):70-75. Zhang Changliang, Li Tonglu, Li Ping,et al. 2008.Generalized equation of three dimensional limit equilibrium methods for slope stability analysis[J]. Journal of Engineering Geology,16(1):70-75.
[123] 李同录*，龙建辉，李新生，黄土滑坡发育类型及其空间预测方法，工程地质学报，2007，15(04)：500~505
[124] 龙建辉，李同录，雷晓锋，杨社强，黄土滑坡滑带土的物理特性研究，岩土工程学报，2007，29(02)：289~293 EI
[125] 张常亮,李同录,李萍.2007.三维边坡稳定性分析的解析算法[J]. 中国地质灾害与防治学报, 18(1):99-103.Zhang Changliang, Li Tonglu, Li Ping. 2007. Analytical calculation method for three-dimensional stability of slope[J]. The Chinese Journal of Geological Hazard and Control, 18(1):99-103.
[126] 李同录,李萍.2007. 抗滑桩设计计算研究现状与发展方向[J]. 工程地质学报, 15(Suppl.): 191-197.Li Tonglu, Li Ping. 2007. Review and intention on the calculation and design of stabilizing piles[J]. Journal of Engineering Geology, 15(Suppl.): 191-197.
[127] 李萍,李同录.2007.黄土物理性质与湿陷性的关系及其工程意义[J]. 工程地质学报,15(4):506-512. Li Ping, Li Tonglu.2007. Relation between loess collapsibility and physical properties and its engineering significance[J]. Journal of Engineering Geology, 15(4):506-512.
[128] 李萍,邓小鹏,相建华,李同录.2005. 基坑开挖与支护模拟的位移迭代法[J].岩土力学,26(11):1815-1818. Li Ping, Deng Xiaopeng, Xiang Jianhua, et al. 2005. Method of displacement iteration in numerical simulation of foundation pit[J]. Rock and Soil Mechanics,26(11):1815-1818. EI
[129] 李萍,杨社强,李同录,等.2005.强度折减法在滑坡稳定性分析中的应用[J].煤田地质与勘探,33(5):45-46. Li Ping, Yang Sheqiang, Li Tonglu, et al. 2005. Strength reduction FEM applied to landslide stability analysis[J]. Coal Geology & Exploration, 33(5):45-46.
[130] 李同录*，范文，李萍，田湾核电厂人工高边坡的三维数值模拟，岩石力学与工程学报，2004，23(S1)：4493~4497. EI
[131] 李同录*，郑书彦，李萍，徐伯荣，土坡滑坡侵蚀稳定性评价的解析方法，水土保持通报，2004，24(05)：60~63
[132] 李同录*，罗世毅，何剑，张晓伟，节理岩体力学参数的选取与应用，岩石力学与工程学报，2004，23(13)：2182~2186 EI
[133] 李同录*，陈立伟，俞茂宏，范文，考虑材料软化的洞室围岩弹塑性分析的统一解，长安大学学报(自然科学版)，2004，24(03)：48~52 EI
[134] Li Tonglu, Fan Wen, Li Ping. 3D numerical simulation of the high cut slope of Tianwan nuclear power plant[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(Suppl.1): 4493-4497. EI
[135] 李萍,相建华,李同录,等.2004.基于GIS的中国区域地壳稳定性评价[J].吉林大学学报(地球科学版),34(增):113-117. Li Ping, Xiang Jianhua, Li Tonglu,et al.2004. GIS-based regional crustal stability assessment of Chian[J]. Journal of Jilin University(Earth Science Edition),34(Supp.):113-117.
[136] 李同录*，邓宏科，李萍，赵剑丽，邓小鹏，搜索简单土坡潜在滑动面的一种新方法，地球科学与环境学报，2003，25(03)：56~59
[137] 李同录,赵剑丽,李萍.2003.川藏公路102滑坡群2#滑坡发育特征及稳定性分析[J].灾害学,18(4):40-45. Li Tonglu,Zhao Jianli,Li Ping.2003. Analysis on the characteristics and stability of the No.2 landslide of 102 landslide group on Sichuan Tibet highway[J]. Journal of Catastrophology, 18(4):40-45.