[1]  MEI Ling,MEI Guo-xiong,ZAI Jin-min.Numerical analysis of ultimate bearing capacity of ground with deep buried foundation [J]. ROCK AND SOIL MECHANICS,2009,30(6):1810-1814. DOI:10.3969/j.issn.1000-7598.2009.06.049.

[2]  MEI Ling,MEI Guo-xiong,ZAI Jin-min. NUMERICAL ANALYSIS OF BEARING CAPACITY OF SUBSOIL WITH K0≠1 [J]. ENGINEERING MECHANICS,2009,26(9):112-116.

[3]  MEI Ling,Mei Guo-xiong,Song Lin-hui, Zai Jin-min.Method for the calculation of ultimate bearing capacity of foundation based on 3D failure surface [J]. HYDROGEOLOGY AND ENGINEERING GEOLOGY,2009,36(2):52-56. DOI:10.3969/j.issn.1000-3665.2009.02.011.

[4]  MEI Ling,ZHOU Gui-yan,ZHOU Feng, at el.Study on safety degree of elastic-plastic bearing capacity of foundation [J]. HYDROGEOLOGY AND ENGINEERING GEOLOGY,2010,37(3):79-83. DOI:10.3969/j.issn.1000-3665.2010.03.017.

[5]  Mei Ling, Jiang Pengming, Zhou Aizhao.Enterprise engineers participated in the teaching and research of "Soil Mechanics and Basic Engineering"[J]. China Electric Power Education,2012,(16):82-83. DOI:10.3969/j.issn.1007-0079.2012.16.043.

[6]  Mei Ling, Zhou Aizhao, Jiang Pengming. Depth modified formula of critical load considering stress state of subsoil [J]. Journal of Jiangsu University of Science and Technology,2012,26(3):230-234. DOI:10.3969/j.issn.1673-4807.2012.03.005.

[7]  MEI Ling, GU Sheng, TANG Baijian.  Experimental Study on Rule of Prestress in Steel Mega-Frame-Prestress-Braced Structure [J]. Journal of Shenyang Jianzhu University Natural Science,2012,28(5):776-781.

[8]  Mei Ling,  Zhou Aizhao, Jiang Pengming. Experimental study on influnce of stress state on shear strength of saturated remoulded clay [J]. Journal of Jiangsu University of Science and Technology,2013,27(1):18-21. DOI:10.3969/j.issn.1673-4807.2013.01.005.

[9]  Mei Ling, Jiang Pengming,Li Peng,at el. Soil-water characteristic curve tests on unsaturated soil [J]. Chinese Journal of Geotechnical Engineering,2013,35(z1):124-128.

[10]  Mei Ling, Ji Peixiang, Zhang Taiyue. Sensitivity analysis of factors influencing stability of slope by strength reduction method based on FLAC - 3D [J]. Journal of Jiangsu University of Science and Technology (Natural Science Edition),2014,(3):220-224. DOI:10.3969/j.issn.1673-4807.2014.03.004.

[11]  Mei Ling, Zhao Pan, Li Peng. Analysis of unsaturated expansive soil slopes under rainfall infiltration in Zhenjiang [J]. Journal of Jiangsu University of Science and Technology (Natural Science Edition),2015,(3):303-306. DOI:10.3969/j.issn.1673-4807.2015.03.018.

[12]  Mei Ling,  Zhang Taiyue, Jiang Pengming. Study on Load Distribution Coefficient of Lattice Beam Node Based on Winkler Elastic Foundation Model [J]. Building Science,2015,31(7):52-56. DOI:10.13614/j.cnki.11-1962/tu.2015.07.010.

[13]  ZHANG Taiyue, MEI Ling. Study on nodal load allocation of anchor rod-lattice beam and its optimization design [J]. Water Resources and Hydropower Engineering,2016,47(1):36-40. DOI:10.13928/j.cnki.wrahe.2016.01.008.

[14]  CHEN Yan, PENG Chao, Mei Ling. Analysis of parameters for the bearing capacity of subsoil of circular foundation with consideration of stress  [J] Journal of Jiangsu University of Science and Technology (Natural Science Edition),2016,30(5):513-516. DOI:10.3969/j.issn.1673-4807.2016.05.019.

[15]  SHEN Daojian,WANG Zhaoyu,Mei Ling,at el. Review of microbial induced calcite precipitationground improvement technique [J].  Journal of Jiangsu University of Science and Technology（Natural Science Edition),2017,31(3):390-398. DOI:10.3969/j.issn.1673-4807.2017.03.024.

[16]  Yang Ao,Mei Ling.Study on the calculation method of soil arch thickness in slope engineering [J]. Hunan Communication Science and Technology,2017,43(4):9-10,19. DOI:10.3969/j.issn.1008-844X.2017.04.003.

[17]  FU Lixiang, Mei Ling. Influence Analysis of Drying and Wetting Cycles on Permeability Coefficient of Intact and Remolded Loess [J].  Journal of Luoyang Institute of Science and Technology（Natural Science Edition),2018,28(1):1-6. DOI:10.3969/j.issn.1674-5043.2018.01.001.

[18]  Mei Ling, TIAN Lu, GU Weiwei. Expansive soil slope stability analysis under anchor lattice beam support [J]. Journal of Jiangsu University of Science and Technology（Natural Science Edition),2018,32(2):298-303. DOI:10.3969/j.issn.1673-4807.2018.02.025.

[19]  Mei Ling, ZHU jie, WANG Nanjiang, at el. Undrained Strength Characteristics of Silt in the Yard [J]. Journal of Chongqing Jiaotong University(Natural Sciences),2018,37(3):58-63. DOI:10.3969/j.issn.1674-0696.2018.03.11.

[20]  Longjian Fang, Ling Mei, Xianwen Huang, Zhihua Yuan. The optimization of the anti-slide piles location in slope control project[C]. ICCMME, 2017（10）.WOS：000436346400019.