SCI 论文

47.  Hu, J., Mo, P. Q.*, Li, X. P., Gao, L., Zhu, B., Li, R. L. (2024). The angle of repose and base stress distribution of granular piles: An experimental investigation. Construction and Building Materials, 448(2024): 138209. DOI: 10.1016/j.conbuildmat.2024.138209.

46.  Yang, H., Zhuang, P. Z., Mo, P. Q., Yu, H. S., Chen, X. H.* (2024). Analytical solution for transient radial interaction between energy piles and soils: Thermo-elastic cavity expansion analysis. Geomechanics for Energy and the Environment, 39(2024): 100572. DOI: 10.1016/j.gete.2024.100572.

45.  Li, G. Y., Mo, P. Q.*, He, Y., Yu, H. S., Qin, Y. J. (2024). Undrained cavity expansion-contraction analysis in CASM and its application for pressuremeter tests. Canadian Geotechnical Journal, just-in. DOI: 10.1139/cgj-2024-0011.

44.  Li, G. Y., Mo, P. Q.*, Lu, Z., Yuan, R., Yang, H., Yu, H. S. (2024). Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands. Journal of Geotechnical and Geoenvironmental Engineering, 150(9): 04024073. DOI: 10.1061/JGGEFK.GTENG-12417.

43.  Li, C., Lu, M. M., Zhu, B., Liu, C., Li, G. Y., Mo, P. Q.* (2024). Analysis of cavity expansion based on general strength criterion and energy theory. Geomechanics and Engineering, 37(1): 9-19. DOI: 10.12989/gae.2024.37.1.009.

42.  Mo, P. Q.*, Cai, G. J., Wang, K. J., Eslami, A., Yu, H. S. (2024). Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays. Géotechnique. Ahead of Print. DOI: 10.1680/jgeot.23.00045.

41. Chen, J., Li, R. L.*, Mo, P. Q., Yu, Y., Ji, Y., Wang, T., Vandeginste, V. (2024). A unified 2D and 3D morphology quantification and geometric parameters-driven reconstruction method for irregular particles. Granular Matter, 26:31. DOI: 10.1007/s10035-024-01402-w.

40. Zhu, B.*, Yang, Q., Wang, T., Lu, M. M., Mo, P. Q., Hiraishi, T., Mase, H. (2024). Investigation on wave-induced responses of heterogeneous seabed around a buried pipeline based on nonstationary random field model. Computers and Geotechnics, 167: 106119. DOI: 10.1016/j.compgeo.2024.106119.

39.  Xi, B. L., Jiang, M. J.*, Mo, P. Q., Yang, J. Q., Zhang, Z. H. (2024). Bearing capacity of lunar soil ground under extraterrestrial environmental effects. Computers and Geotechnics, 165: 105923. DOI: 10.1016/j.compgeo.2023.105923.

38.  Li, C., Mo, P. Q., Li, S. C.* (2024). Stability analysis of energy dissipation mechanisms in rocks surrounding circular opening. Applied Mathematical Modelling, 127: 327-342. DOI: 10.1016/j.apm.2023.11.020.

37.  Gao, L., Liao, D.*, Mo, P. Q. (2023). Modeling footing resting on anisotropic sand using material point method. Journal of Rock Mechanics and Geotechnical Engineering, 15(12): 3271-3290. DOI: 10.1016/j.jrmge.2023.02.004.

36.  Gao, L., Wang, K. H., Wang, T., Lu, M. M., Mo, P. Q. (2023). Semi-analytical study of defective pile-beam systems under transient excitation: Implications for low-strain testing. Soil Dynamics and Earthquake Engineering, 172: 108011. DOI: 10.1016/j.soildyn.2023.108011.

35.  Cao, J. Z., Wang, T.*, Sheng, M., Huang, Y. Y., Mo, P. Q., Zhou, G. Q. (2023). Assessment of multi-dimensional joint probability distribution for uncertain mechanical strength parameters under small sample test data. Probabilistic Engineering Mechanics, 74: 103511. DOI: 10.1016/j.probengmech.2023.103511.

34.  Li, R. L., Chen, J., Zhang, J. R., Chen, D. Q., Zhao, X. D., Mo, P. Q., Zhou, G. Q. (2023). Cone penetration resistance of CUMT-1 lunar regolith simulant under magnetic-similitude lunar gravity condition. Acta Geotechnica, 18: 6725-6744. DOI: 10.1007/s11440-023-01971-9.

33.  Xi, B. L., Jiang, M. J.*, Mo, P. Q., Liu, X. X., Yang, J. Q. (2023). 3D DEM analysis of the bearing behavior of lunar soil simulant under different loading plates. Granular Matter, 25: 72. DOI: 10.1007/s10035-023-01355-6.

32.  Wang, K. J., Li, G. Y., Mo, P. Q.*, Shi, Z. Q., Chen, F. B., Yin, X. S. (2023). Analytical method for new tunnel crossing pile foundation of existing bridge: a case study. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 176(6): 629-645. DOI: 10.1680/jgeen.23.00060.

31.  Li, G. Y., Mo, P. Q.*, Li, C., Hu, J., Zhuang, P. Z., Yu, H. S. (2023). Loading-unloading of spherical and cylindrical cavities in cohesive-frictional materials with arbitrary radially symmetric boundary conditions. Applied Mathematical Modelling, 124: 488-508. DOI: 10.1016/j.apm.2023.07.037.

30.  Mo, P. Q., Hu, J.*, Hu, Y. C., Wang, K. J., Eslami, A., Gao, L. (2023). Discrete element modelling of thermal penetration test with heating and cooling. Computers and Geotechnics, 161: 105600. DOI: 10.1016/j.compgeo.2023.105600.

29.  Li, R. L., Zhou, G. Q.*, Yan, K., Chen, J., Chen, D. Q., Cai, S. Y., Mo, P. Q. (2022). Preparation and characterization of a specialized lunar regolith simulant for use in lunar low gravity simulation. International Journal of Mining Science and Technology, 32(1): 1-15. DOI: 10.1016/j.ijmst.2021.09.003.

28.  Chen, J., Li, R. L., Mo, P. Q., Zhou, G. Q., Cai, S. Y., Chen, D. Q. (2022). A modified method for morphology quantification and generation of 2D granular particles. Granular Matter, 24(16). DOI: 10.1007/s10035-021-01149-8.

27.  Li, C., Mo, P. Q.* (2022). Energy dissipation analysis for large-strain cylindrical cavity expansion problem in cohesive-frictional soils. Applied Mathematical Modelling, 11: 681-695. DOI: 10.1016/j.apm.2022.07.015.

26.  Kuang, L. F., Mo, P. Q.*, Wang, K. J., Chen, B. (2022). An elastic-plastic solution for the optimal thickness of a frozen soil wall considering an interaction with the surrounding rock. PLOS ONE, 17(4): e0267014. DOI: 10.1371/journal.pone.0267014.

25.  Mo, P. Q., Chen, H.*, Yu, H. S. (2022). Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration. Acta Geotechnica, 17: 2325-2346. DOI: 10.1007/s11440-021-01412-5.

24.  Chen, H., Mo, P. Q.* (2022). An undrained expansion solution of cylindrical cavity in SANICLAY for K0 consolidated clays. Journal of Rock Mechanics and Geotechnical Engineering, 14: 922-935. DOI: 10.1016/j.jrmge.2021.10.016. 【高被引论文】

23.  Li, R., Zhou, G., Mo, P. Q.*, Hall, M. R., Chen, J., Chen, D., Cai, S. (2021). Behaviour of Granular Matter under Gravity-induced Stress Gradient: A Two-Dimensional Numerical Investigation. International Journal of Mining Science and Technology, 31(3): 439-450. DOI: 10.1016/j.ijmst.2021.03.003.

22.  Mo, P. Q., Marshall, A. M., Fang, Y.* (2021). Cavity expansion–contraction-based method for tunnel-soil-pile interaction in a unified clay and sand model: drained analysis. International Journal of Geomechanics, 21(5): 04021055. DOI: 10.1061/(ASCE)GM.1943-5622.0002016.

21.  Mo, P. Q., Zhou, G. Q., Gao, F., Li, R. L.* (2021). Bearing capacity of surface circular footings on granular material under low gravity fields. Journal of Rock Mechanics and Geotechnical Engineering, 13(3): 612-625. DOI: 10.1016/j.jrmge.2020.11.009.

20.  Mo, P. Q., Ma, D. Y., Zhu, Q. Y.*, Hu, Y. C. (2021). Interpretation of heating and cooling data from thermal cone penetration test using a 1D numerical model and a PSO algorithm. Computers and Geotechnics, 130: 103908. DOI: 10.1016/j.compgeo.2020.103908.

19.  Mo, P. Q.* (2020). Internal rolling method for particle shape evaluation and reconstruction. PLOS ONE, 15(11): e0242162. DOI: 10.1371/journal.pone.0242162.

18.  Zhuang, P. Z., Yu, H. S., Mooney, S. J., Mo, P. Q.* (2021). Loading and unloading of a thick-walled cylinder of critical-state soils: large strain analysis with applications. Acta Geotechnica, 16: 237-261. DOI: 10.1007/s11440-020-00994-w.

17.  Mo, P. Q., Wang, J. (2020). Shakedown analysis of cavities in cohesive-frictional materials and its application to underground energy storage caverns. Soils and Foundations, 60: 77-89. DOI: 10.1016/j.sandf.2020.01.003.

16.  Mo, P. Q., Fang, Y.*, Yu, H. S. (2020). Benchmark solutions of large-strain cavity contraction for deep tunnel convergence in geomaterials. Journal of Rock Mechanics and Geotechnical Engineering, 12(3): 596-607. DOI: 10.1016/j.jrmge.2019.07.015.

15.  Mo, P. Q., Gao, X. W., Yang, W. B.*, Yu, H. S. (2020). A cavity expansion–based solution for interpretation of CPTu data in soils under partially drained conditions. International Journal for Numerical and Analytical Methods in Geomechanics, 44(7): 1053-1076. DOI: 10.1002/nag.3050.

14.  Chu, Z. X., Zhou, G. Q.*, Wang, Y. J., Zhao, X. D. and Mo, P. Q. (2019). A supplementary analytical model for the stagnant effective thermal conductivity of low porosity granular geomaterials. International Journal of Heat and Mass Transfer, 133: 994-1007. DOI: 10.1016/j.ijheatmasstransfer.2018.12.167.

13.  Yu, H. S.*, Zhuang, P. Z., Mo, P. Q. (2019). A unified critical state model for geomaterials with an application to tunnelling. Journal of Rock Mechanics and Geotechnical Engineering, 11: 464-480. DOI: 10.1016/j.jrmge.2018.09.004.

12.  Mo, P. Q.* (2019). Discussion of Bearing Capacity of Shallow Footings in Simulated Lunar Environments Using Centrifuge Tests. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 145(7): 07019010. DOI: 10.1061/(asce)gt.1943-5606.0002061.

11.  Mo, P. Q.*, Gao, F., Zhou, G. Q., Li, R. L., Yan, K., Chen, J. (2019). An Experimental Study on Triaxial Compression Tests and Cone Penetration Tests in Planetary Regolith Simulant under Low Gravity Fields. Journal of Testing and Evaluation, 47(3): 1677-1700. DOI: 10.1139/cgj-2016-0695.

10.  Ji, Y. K., Zhou, G. Q.*, Zhou, Y., Hall, M. R., Zhao, X. D., Mo, P. Q. (2018). A separate-ice based solution for frost heaving-induced pressure during coupled thermal-hydro-mechanical processes in freezing soils. Cold Regions Science and Technology, 147: 22-33. DOI: 10.1016/j.coldregions.2017.12.011.

9.    Chu, Z. X., Zhou, G. Q.*, Wang, Y. J., Mo, P. Q., Tang, R. (2018). Thermal–physical properties of selected geomaterials: coal, sandstone and concrete based on basic series and parallel models. Environmental Earth Sciences, 77(5): 181. DOI: 10.1007/s12665-018-7337-2.

8.   Mo, P. Q.*, Yu, H. S. (2018). Drained cavity expansion analysis with a unified state parameter model for clay and sand. Canadian Geotechnical Journal, 55(7): 1029-1040.

7.    Ji, Y. K., Zhou, G. Q.*, Zhao, X. D., Wang, Y. J., Wang, T., Lai, Z. J., Mo, P. Q. (2017). On the frost heaving-induced pressure response and its dropping power-law behaviors of freezing soils under various restraints. Cold Regions Science and Technology, 142: 25-33. DOI: 10.1016/j.coldregions.2017.07.005.

6.   Mo, P. Q.*, Marshall, A. M., Yu, H. S. (2017). Layered effects on soil displacement around a penetrometer. Soils and Foundations, 57: 669-678. DOI: 10.1016/j.sandf.2017.04.007.

5.   Mo, P. Q.*, Yu, H. S. (2017). Undrained cavity expansion analysis in a unified state parameter model for clay and sand. Géotechnique, 67(6): 503-515. DOI: 10.1680/jgeot.15.P.261.

4.   Mo, P. Q.*, Yu, H. S. (2017). Undrained Cavity-Contraction Analysis for Prediction of Soil Behavior around Tunnels. International Journal of Geomechanics (ASCE), 17(5): 04016121. DOI: 10.1061/(ASCE)GM.1943-5622.0000816.

3.   Mo, P. Q.*, Marshall, A. M., Yu, H. S. (2017). Interpretation of Cone Penetration Test Data in Layered Soils Using Cavity Expansion Analysis. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 143(1): 04016084. DOI: 10.1061/(ASCE)GT.1943-5606.0001577.

2.   Mo, P. Q.*, Marshall, A. M., Yu, H. S. (2015). Centrifuge modelling of cone penetration tests in layered soils. Géotechnique, 65(6): 468-481. DOI: 10.1680/geot.14.P.176. (winner of BGA Medal)

1.   Mo, P. Q., Marshall, A. M.*, Yu, H. S. (2014). Elastic-plastic solutions for expanding cavities embedded in two different cohesive-frictional materials. International Journal for Numerical and Analytical Methods in Geomechanics, 38(9): 961-977. DOI: 10.1002/nag.2288.

 

EI 论文

11.  王宽君, 刘彬, 莫品强, 李国耀*, 朱启银, 沈侃敏, 胡静. (2024). 考虑粉土温度效应与排水状态的CPTu计算模型. 岩土力学, 45(6): 1731-1742+1754. DOI: 10.16285/j.rsm.2023.0990.

10.  李超, 莫品强*, 李树忱. (2023). 基于能量理论的球孔扩张大变形分析. 岩土力学, 44(7). DOI: 10.16285/j.rsm.2022.1142.

9.    Mo, P. Q., Gao, L., Yu, H. S., Tao, X. L., Ma, Q. Z. (2022). Physical and numerical modelling of T-CPT for mechanisms of penetration and heat transfer. Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022, p 577-583. DOI: 10.1201/9781003308829-83.

8.    莫品强*, 刘尧, 黄子丰, 滕鸿博, 陈斌, 陶祥令. (2022). 复杂支护条件下深基坑支护桩-冠梁-支撑的变形协调及空间效应研究. 岩土力学, 43(9): 2592-2601. DOI: 10.16285/j.rsm.2021.1265. 【高价值论文】【高被引论文】

7. 李瑞林, 陈大庆, 周国庆*, 李亭, 莫品强, 蔡尚悦, 陈君, 季雨坤. (2022). 月球小重力及真空环境地面模拟试验系统研制. 中国矿业大学学报, 51(05). DOI: 10.13247/j.cnki.jcumt.001357.

6. 周国庆*, 李瑞林, 严康, 赵晓东, 陈君, 莫品强, 王广. (2019). 月球采矿中月壤 /岩力学问题的理论与试验方法. 煤炭学报, 44(1): 183-191. DOI: 10.13225 /j.cnki.jccs.2019.0029.

5. Mo, P. Q.* (2017). A Semi-analytical Solution for Interpretation of CPTu Data in Soil with Partially Drained Conditions. 15th International Conference of the International Association for Computer Methods and Advances in Geomechanics (15th IACMAG), 1-8. Wuhan, P.R. China, 2017.10.20-10.23.

4. Mo, P. Q.*, Yu, H.S. (2018). A state parameter-based cavity expansion analysis for interpretation of CPT data in sands. Cone Penetration Testing 2018, Hicks, Pisanò & Peuchen (Eds), Delft University of Technology, The Netherlands.

3. 莫品强*, 高新慰, 黄子丰, 马丹阳. (2019).下穿隧道开挖引起的挤土桩沉降控制分析方法, 岩土力学, 40(10). DOI: 10.16285/j.rsm.2019.0205.

2. Mo, P. Q.*, Yu, H. S. (2016). Plasticity Solutions of Undrained Cavity Contraction for Prediction of Soil Behaviour around Tunnels. Geotechnical Special Publication, 4th Geo-China International Conference: Emerging Technologies in Tunnel Engineering, Modeling, Design, Construction, Repair, and Rehabilitation, Geo-China 2016: pp. 150-157. DOI: 10.1061/9780784480038.019.

1. Mo, P. Q.*, Marshall, A. M., Yu, H. S. (2013). Centrifuge modelling of CPT in layered soils. 4th International Conference on Geotechnical and Geophysical Site Characterization (ISC’4), Brazil, Sep 18-21, 2012. Vol 1: 219-225.

其他论文

32.  王彤, 高北, 蔡汉竹, 吴则祥, 莫品强, 扈萍, 庄培芝*. 层状砂土地基中静压桩贯入过程挤土效应数值模拟. 济南大学学报(自然科学版), 38(5). DOI: 10.13349/j.cnki.jdxbn.20240319.002

31.  赵宁, 莫品强, 王博. (2024). 基于小孔扩张理论的顶管施工扰动分析应用. 中国市政工程, (02): 121-127+152-153. DOI: 10.3969/j.issn.1004-4655.2024.02.028.

30.  张旺, 莫品强*, 张启革, 秦敢, 王飞阳. (2024). 黏土岩各向异性轴向延伸试验. 科学技术与工程, 24(20): 8648-8654.

29.  段存俊, 刘彬*, 莫品强. (2023). 孔压静力触探在澳门海相软土强度解译中的应用. 中国港湾建设, 43(11): 1-5.

28.  莫品强, 任志文*, 林玉祥, 褚锋, 顾瑞海. (2023). 基于孔压静探的滨海相软土抗剪强度解译方法研究. 地下空间与工程学报, 19(S1): 112-123.

27.  奚邦禄, 张振华*, 莫品强, 陈小川, 余悦程, 郭杨. (2023). 灌注桩桩-土界面粗糙度及强度理论研究. 土木工程学报, 56(S2): 86-94. DOI: 10.15951/j.tmgcxb.2023.s2.s07.

26.  奚邦禄, 蒋明镜*, 莫品强, 张振华, 郭杨. (2023). 不同重力场下月基承载特性离散元数值分析. 中南大学学报(自然科学版), 54(8): 3226-3236. DOI: 10.11817/j.issn.1672-7207.2023.08.025.

25.  林玉祥, 林浩东*, 莫品强, 褚锋, 庄培芝. (2023). 基于XGBoost的堆场软土渗透系数反演研究. 西安理工大学学报, 39(01). DOI: 10.19322/j.cnki.issn.1006-4710.2023.01.015.

24.  Mo, P. Q.*, Hu, Y. C., Ren, Z. W., Gao, F. (2022). A numerical model for penetration and heat conduction of thermal cone penetration test with an optimization method for interpretation. 20th International Conference on Soil Mechanics and Geotechnical Engineering (Sydney).

23.  任志文*, 莫品强, 刘彬, 王洪国, 庄培芝. (2022). 黄河下游地区灌注桩侧摩阻力预测方法研究. 地基处理, 4: 121-127,133. DOI: 10.3785/j.issn.2096-7195.2022.S.018.

22.  莫品强, 胡静*, 胡裕琛, 马丹阳, 任志文. (2022). 温度静力触探的室内模型试验研究. 岩土工程学报, 44(S2): 169-172. DOI: 10.11779/CJGE2022S2037.

21.  莫品强*，胡裕琛，王宽君，王洪国. (2022). 基于离散元法的温度静力触探贯入与传热研究. 防灾减灾工程学报, 42(5). DOI: 10.13409/j.cnki.jdpme.20211229002.

20.  莫品强*, 赵子露, 胡裕琛, 李国耀, 林浩东. (2022). 颗粒堆积体各向异性及宏细观力学特性的三维离散元模拟研究. 太原理工大学学报, 53(1): 129-139. DOI: 10.16355/j.cnki.issn1007-9432tyut.2022.01.014.

19.  Xie, H., Han, C., Du, C., Wang, B.*, Zhang, Y., Mo, P. Q. (2022). Analysis of Pile-Soil Interaction of Precast Pile Driven in Coastal Strata. Lecture Notes in Civil Engineering, 213: 474-486. DOI: 10.1007/978-981-19-1260-3_43.

18.  胡军学, 黄子丰*, 胡裕琛, 赵子露, 莫品强. (2022). 深大基坑异步分区开挖的三维数值模拟研究. 施工技术, 2021年全国工程建设行业施工技术交流会论文集, 194-197. DOI: 10.26914/c.cnkihy.2021.066541.

17.  莫品强, 刘尧, 高新慰*, 章正. (2022). 基于有限介质孔扩理论的桩基承载力预测方法研究. 岩土工程技术, 36(1).

16.  谢志斌*, 廖广超, 吕锐杰, 莫品强, 官大庶, 况联飞. (2021). 厚淤泥地层灌注桩深长护筒受力特性理论分析. 地基处理, 3(6): 458-463. DOI: 10.3785/j.issn.2096-7195.2021.06.002.

15.  王超雄, 胡裕琛*, 莫品强, 高新慰. (2021). 下穿隧道对邻近桩基承载力与沉降的影响. 建筑科学与工程学报, 38(3). DOI: 10.19815/j.jace.2020.06031.

14.  杨金宏, 莫品强*, 朱启银, 况联飞, 赵光思, 周国庆. (2021). 西部地区立井井壁-围岩共同承载理论与井壁设计原则. 建井技术, 42(3): 58-62,37. DOI: 10.19458/j.cnki.cn11-2456/td.2021.03.012.

13.  莫品强*, 卢萌盟, 徐志伟, 商翔宇, 王博. (2021). “一带一路”背景下土力学全英文课程建设与实践. 高等建筑教育, 30(6): 67-74. DOI: 10.11835/j.issn.1005-2909.2021.06.010.

12.  莫品强*, 任志文, 刘尧, 林浩东, 李国耀. (2021). 温度静力触探的贯入-传热数值模拟研究. 长三角岩土（石）力学与工程学术会议.

11.  莫品强*, 胡裕琛, 任志文. (2021). 基于离散元法的温度静力触探贯入与传热研究. 第三届全国能源地下结构与工程学术研讨会，摘要.

10.  常永兴, 黄子丰*, 胡裕琛, 赵子露, 莫品强. (2020). 基于武汉市某基坑的空间效应研究. 施工技术, 2020年全国土木工程施工技术交流会论文集, 868-871. DOI: 10.26914/c.cnkihy.2020.058033.  

9.    Zhou, G. Q., Gao, F.*, Mo, P. Q. (2019). An Experimental Study on Strength Characteristics of Cohesionless Soil Under Small Gravity Fields. In: Shu S., He L., Kai Y. (eds) New Developments in Materials for Infrastructure Sustainability and the Contemporary Issues in Geo-environmental Engineering. GeoChina 2018. Sustainable Civil Infrastructures. Springer, Cham.

8.    Mo, P. Q.*, Gao, F., Zhou, G. Q. (2019). Magneto-Gravity Simulation of Cone Penetration Test in Cohesionless Soil Under Small Gravity Fields. In: Sevi A., Neves J., Zhao H. (eds) Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis. GeoChina 2018. Sustainable Civil Infrastructures. Springer, Cham. DOI: 10.1007/978-3-319-95645-9_1.

7.    高峰, 周国庆*, 莫品强, 严康. (2019). 小重力环境下静力触探模型试验研究. 地下空间与工程学报, 15(2): 394-401.

6.    莫品强*. (2018). 关于土力学与基础工程全英文课程建设的探讨. 高等建筑教育, 27(6): 126-132. DOI: 10.11835/j.issn.1005-2909.2018.06.022.

5.    Mo, P. Q.* (2018). Cavity Expansion Analysis for CPT in Granular Soils at Small Gravity Fields. In: Hu L., Gu X., Tao J., Zhou A. (eds) Proceedings of GeoShanghai 2018 International Conference: Multi-physics Processes in Soil Mechanics and Advances in Geotechnical Testing. GSIC 2018. Springer, Singapore.

4.    Wang, J., Mo, P. Q.*, Yu, H. S. (2016). Shakedown Analysis of Lined Rock Cavern for Compressed Air Energy Storage. International Geotechnics Symposium cum International Meeting of CSRME 14th Biennial National Congress (IGSCSRM). Abstract.

3.    Zhuang, P. Z., Mo, P. Q.* (2016). Scale Effect on the Mobilised Lateral Stress of Pile in Sand. The 3rd International Symposium on Multi-Scale Geomechanics and Geo-engineering: pp. 50-51. Abstract.

2.    Elkayam, I.*, Mo, P. Q., Marshall, A. M., Stace, R., Wanatowski, D. (2015). Performance of grout columns as a mitigation technique for longwall mining. 5th International Symposium Mineral Resources and Mine Development (AIMS), Aachen, Germany, May 27-28. Vol 1: 569-578.

1.    Mo, P. Q.*, Marshall, A. M., Yu, H. S. (2014). Cavity expansion analysis for interpretation of CPT data in layered soils. 3rd International Symposium on Cone Penetration Testing (CPT’14), Las Vegas, US, May 12-14, 2014. Vol 1: 331-338.