获奖情况:
2009,教育部科技进步奖,一等奖,动荷载下饱和土耦合作用理论及灾变控制技术与工程应用(排名第4)
2011,浙江省科学技术奖,二等奖,强夯法加固回填土地基关键技术研究及应用(排名第4)
2013,国家科技进步奖,二等奖,长期循环动载下饱和软弱土地基灾变控制技术及应用(排名第6)
2021,浙江省“万人计划”青年拔尖人才
2021,浙江省水利科技创新奖,特等奖,杭州市第二水源千岛湖配水工程关键技术研究(排名第5)
2021,第二届“曾国熙岩土工程奖”,青年奖
文 章:
[1] Bostrom, A., Cao, Z. G., & Sun, H. L. (2011, Oct 20-22). Screening Effects of Open Trenches to Ground Vibrations Induced by High-speed Trains on a Poroelastic Half-space. Paper presented at the 5th International Symposium on Environmental Vibration (ISEV2011), SW Jiaotong Univ, cHENGDU, PEOPLES R CHINA.
[2] Cai, Y. Q., Cao, Z. G., Sun, H. L., & Xu, C. J. (2009). Dynamic response of pavements on poroelastic half-space soil medium to a moving traffic load. Computers and Geotechnics, 36(1-2), 52-60. doi:10.1016/j.compgeo.2008.03.007
[3] Cai, Y. Q., Cao, Z. G., Sun, H. L., & Xu, C. J. (2010). Effects of the dynamic wheel-rail interaction on the ground vibration generated by a moving train. International Journal of Solids and Structures, 47(17), 2246-2259. doi:10.1016/j.ijsolstr.2010.04.013
[4] Cai, Y. Q., Chen, Y., Cao, Z. G., Sun, H. L., & Guo, L. (2015). Dynamic responses of a saturated poroelastic half-space generated by a moving truck on the uneven pavement. Soil Dynamics and Earthquake Engineering, 69, 172-181. doi:10.1016/j.soildyn.2014.10.014
[5] Cai, Y. Q., Sun, H. L., & Xu, C. J. (2007). Steady state responses of poroelastic half-space soil medium to a moving rectangular load. International Journal of Solids and Structures, 44(22-23), 7183-7196. doi:10.1016/j.ijsolstr.2007.04.006
[6] Cai, Y. Q., Sun, H. L., & Xu, C. J. (2008). Response of railway track system on poroelastic half-space soil medium subjected to a moving train load. International Journal of Solids and Structures, 45(18-19), 5015-5034. doi:10.1016/j.ijsolstr.2008.05.002
[7] Cai, Y. Q., Sun, H. L., & Xu, C. J. (2008). Three-dimensional analyses of dynamic responses of track-ground system subjected to a moving train load. Computers & Structures, 86(7-8), 816-824. doi:10.1016/j.compstruc.2007.07.001
[8] Cai, Y. Q., Wang, P., Sun, H. L., & Xu, C. J. (2010). Torsional response of a rigid circular foundation on a saturated half-space to SH waves. Soil Dynamics and Earthquake Engineering, 30(10), 1082-1088. doi:10.1016/j.soildyn.2010.04.019
[9] Chen, G., Cai, Y. Q., Liu, F. Y., & Sun, H. L. (2008). Dynamic response of a pile in a transversely isotropic saturated soil to transient torsional loading. Computers and Geotechnics, 35(2), 165-172. doi:10.1016/j.compgeo.2007.05.009
[10] Deng, Y. F., Xu, C. C., Marsheal, F., Geng, X. Y., Chen, Y. G., & Sun, H. L. (2021). Constituent effect on mechanical performance of crushed demolished construction waste/silt mixture. Construction and Building Materials, 294. doi:10.1016/j.conbuildmat.2021.123567
[11] Guo, J. C., Zheng, J., Lu, Q., & Sun, H. L. (2021). Empirical methods to quickly select an appropriate discrete fracture network (DFN) model representing the natural fracture facets. Bulletin of Engineering Geology and the Environment, 80(7), 5797-5811. doi:10.1007/s10064-021-02266-7
[12] Guo, L., Wang, J., Cai, Y. Q., Liu, H. L., Gao, Y. F., & Sun, H. L. (2013). Undrained deformation behavior of saturated soft clay under long-term cyclic loading. Soil Dynamics and Earthquake Engineering, 50, 28-37. doi:10.1016/j.soildyn.2013.01.029
[13] He, B., Yuan, Z. Y., Jiang, Z. Q., Ni, D. Y., Shi, L., Yuan, Z. H., & Sun, H. L. Model tests on horizontal load-bearing and deformation resistance capacities of pile-bucket foundation in soft seabed soil. Marine Georesources & Geotechnology. doi:10.1080/1064119x.2021.1978595
[14] Liu, S. J., Cai, Y. Q., Sun, H. L., Geng, X. Y., Shi, L., & Pan, X. D. (2021). Consolidation Considering Clogging Effect under Uneven Strain Assumption. International Journal of Geomechanics, 21(1). doi:10.1061/(asce)gm.1943-5622.0001898
[15] Liu, S. J., Geng, X. Y., Sun, H. L., Cai, Y. Q., Pan, X. D., & Shi, L. (2019). Nonlinear consolidation of vertical drains with coupled radial-vertical flow considering time and depth dependent vacuum pressure. International Journal for Numerical and Analytical Methods in Geomechanics, 43(4), 767-780. doi:10.1002/nag.2888
[16] Liu, S. J., Sun, H. L., Geng, X. Y., Cai, Y. Q., Shi, L., Deng, Y. F., & Cheng, K. (2022). Consolidation considering increasing soil column radius for dredged slurries improved by vacuum preloading method. Geotextiles and Geomembranes, 50(3), 535-544. doi:10.1016/j.geotexmem.2022.01.002
[17] Liu, S. J., Sun, H. L., Pan, X. D., Shi, L., Cai, Y. Q., & Geng, X. Y. (2021). Analytical solutions and simplified design method for large-strain radial consolidation. Computers and Geotechnics, 134. doi:10.1016/j.compgeo.2020.103987
[18] Pan, X. D., Fang, Y. C., Lai, Y., Sun, H. L., Cai, Y. Q., Shi, L., & Geng, X. Y. (2020). Three-dimensional numerical modeling of water distribution tunnels in karst area. Arabian Journal of Geosciences, 13(23). doi:10.1007/s12517-020-05773-1
[19] Pan, X. D., He, B., Yuan, Z. H., Xu, S. W., Xu, D. T., Jiang, Z. Q., & Sun, H. L. (2022). Effect of Reinforced Bucket on Bearing Capacity and Natural Frequency of Offshore Wind Turbines Using Pile-Bucket Foundation. Advances in Civil Engineering, 2022. doi:10.1155/2022/9569102
[20] Pan, X. D., Tong, J. H., Guo, L., Wu, T. Y., Yuan, Z. H., & Sun, H. L. (2022). Effects of principal stress rotation on deformation behaviour of clay under partially drained and undrained conditions. Soil Dynamics and Earthquake Engineering, 154. doi:10.1016/j.soildyn.2022.107159
[21] Shi, L., Cai, Y. Q., Wang, P., & Sun, H. L. (2016). A theoretical investigation on influences of slab tracks on vertical dynamic responses of railway viaducts. Journal of Sound and Vibration, 374, 138-154. doi:10.1016/j.jsv.2016.04.011
[22] Shi, L., He, J., Huang, Z., Sun, H. L., & Yuan, Z. H. (2022). Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train. Soil Dynamics and Earthquake Engineering, 156. doi:10.1016/j.soildyn.2022.107202
[23] Shi, L., Hu, D. D., Cai, Y. Q., Pan, X. D., & Sun, H. L. (2020). Preliminary study of real-time pore water pressure response and reinforcement mechanism of air-booster vacuum preloading treated dredged slurry. Rock and Soil Mechanics, 41(1), 185-193. doi:10.16285/j.rsm.2018.2192
[24] Shi, L., Jiang, J. W., Wang, Q. Q., Sun, H. L., Yuan, Z. H., & Pan, X. D. (2021). Numerical study on movements of soil particles forming clogging layer during vacuum preloading of dredged slurry. Granular Matter, 23(4). doi:10.1007/s10035-021-01151-0
[25] Shi, L., Sun, H. L., Cai, Y. Q., Xu, C. J., & Wang, P. (2012). Validity of fully drained, fully undrained and u-p formulations for modeling a poroelastic half-space under a moving harmonic point load. Soil Dynamics and Earthquake Engineering, 42, 292-301. doi:10.1016/j.soildyn.2012.06.016
[26] Shi, L., Sun, H. L., Pan, X. D., Geng, X. Y., & Cai, Y. Q. (2019). A theoretical investigation on characteristic frequencies of ground vibrations induced by elevated high speed train. Engineering Geology, 252, 14-26. doi:10.1016/j.enggeo.2019.02.014
[27] Shi, L., Wang, H. P., Sun, H. L., & Pan, X. D. (2019). Approximate analytical solution on vibrations of saturated ground induced by pile foundations. Rock and Soil Mechanics, 40(5), 1750-1760. doi:10.16285/j.rsm.2018.0237
[28] Shi, L., Wang, Q. Q., Xu, S. L., Pan, X. D., Sun, H. L., & Cai, Y. Q. (2018). Numerical study on clogging of prefabricated vertical drain in slurry under vacuum loading. Granular Matter, 20(4). doi:10.1007/s10035-018-0846-6
[29] Shi, L., Yin, X., Sun, H. L., Pan, X. D., Yuan, Z. H., & Cai, Y. Q. A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content. Canadian Geotechnical Journal. doi:10.1139/cgj-2020-0676
[30] Sun, H. L., Cai, Y. Q., & Xu, C. J. (2009). Three-dimensional steady-state response of a railway system on layered half-space soil medium subjected to a moving train. International Journal for Numerical and Analytical Methods in Geomechanics, 33(4), 529-550. doi:10.1002/nag.733
[31] Sun, H. L., Cai, Y. Q., & Xu, C. J. (2010). Three-dimensional simulation of track on poroelastic half-space vibrations due to a moving point load. Soil Dynamics and Earthquake Engineering, 30(10), 958-967. doi:10.1016/j.soildyn.2010.04.007
[32] Sun, H. L., Chen, A. H., Shi, L., & Cai, Y. Q. (2020). Iterative Method for Predicting Uneven Bridge Approach Settlement (BAS) Caused by Vehicle Loads. Mathematical Problems in Engineering, 2020. doi:10.1155/2020/8476746
[33] Sun, H. L., Chen, A. H., Shi, L., Geng, X. Y., & Wang, Y. (2018). Dynamic Responses of a Twin-Tunnel Subjected to Moving Loads in a Saturated Half-Space. Mathematical Problems in Engineering, 2018. doi:10.1155/2018/6949507
[34] Sun, H. L., Fang, Y. C., Yuan, Z. H., Weng, Z. Q., & Ni, D. Y. (2021). <p>Analytical modeling for the calculation of underground train-induced vibrations in inhomogeneous soils with uncertainty</p>. Aip Advances, 11(11). doi:10.1063/5.0058234
[35] Sun, H. L., He, Z. L., Geng, X. Y., Shen, M. F., Cai, Y. Q., Wu, J., . . . Wang, W. J. Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology. Canadian Geotechnical Journal. doi:10.1139/cgj-2021-0341
[36] Sun, H. L., He, Z. L., Pan, K., Lu, J. L., Pan, X. D., Shi, L., & Geng, X. Y. Consolidation mechanism of high-water-content slurry during vacuum preloading with prefabricated vertical drains. Canadian Geotechnical Journal. doi:10.1139/cgj-2021-0248
[37] Sun, H. L., Li, D. M., Xu, S. L., Shi, L., Pan, X. D., Geng, X. Y., & Cai, Y. Q. (2019). Modeling the process of cohesive sediment settling and flocculation based on CFD-DEM approach. Granular Matter, 21(2). doi:10.1007/s10035-019-0882-x
[38] Sun, H. L., Lu, Y., Pan, X. D., Shi, L., & Cai, Y. Q. (2021). The effect of initial water content on the consolidation of dredged slurry under vacuum preloading. Rock and Soil Mechanics, 42(11), 3029-3040. doi:10.16285/j.rsm.2021.0180
[39] Sun, H. L., Weng, Z. Q., Geng, X. Y., Shen, M. F., Pan, X. D., Shi, L., & Cai, Y. Q. Experimental study on the effects of particle grading on lime-treated slurry with vacuum preloading. Marine Georesources & Geotechnology. doi:10.1080/1064119x.2021.1946626
[40] Sun, H. L., Weng, Z. Q., Liu, S. J., Geng, X. Y., Pan, X. D., Cai, Y. Q., & Shi, L. (2020). Compression and consolidation behaviors of lime-treated dredging slurry under vacuum pressure. Engineering Geology, 270. doi:10.1016/j.enggeo.2020.105573
[41] Sun, H. L., Xu, S. L., Pan, X. D., Shi, L., Geng, X. Y., & Cai, Y. Q. (2019). Investigating the jamming of particles in a three-dimensional fluid-driven flow via coupled CFD-DEM simulations. International Journal of Multiphase Flow, 114, 140-153. doi:10.1016/j.ijmultiphaseflow.2019.01.017
[42] Sun, H. L., Yang, Y. M., Shi, L., & Geng, X. Y. (2018). The equivalent stiffness of a saturated poroelastic halfspace interacting with an infinite beam under a moving point load. Soil Dynamics and Earthquake Engineering, 107, 83-95. doi:10.1016/j.soildyn.2018.01.022
[43] Sun, R., Xiao, H., & Sun, H. L. (2017). Realistic representation of grain shapes in CFD-DEM simulations of sediment transport with a bonded-sphere approach. Advances in Water Resources, 107, 421-438. doi:10.1016/j.advwatres.2017.04.015
[44] Sun, R., Xiao, H., & Sun, H. L. (2018). Investigating the settling dynamics of cohesive silt particles with particle-resolving simulations. Advances in Water Resources, 111, 406-422. doi:10.1016/j.advwatres.2017.11.012
[45] Sun, Y. Z., Pan, K., Tang, C., Sun, H. L., Cai, Y. Q., & Pan, F. Field experimental study on cyclic uplift behavior of anchored pier foundations. Acta Geotechnica. doi:10.1007/s11440-022-01503-x
[46] Tao, Y. Q., Sun, H. L., & Cai, Y. Q. (2020). Predicting soil settlement with quantified uncertainties by using ensemble Kalman filtering. Engineering Geology, 276. doi:10.1016/j.enggeo.2020.105753
[47] Tao, Y. Q., Sun, H. L., & Cai, Y. Q. (2021). Bayesian inference of spatially varying parameters in soil constitutive models by using deformation observation data. International Journal for Numerical and Analytical Methods in Geomechanics, 45(11), 1647-1663. doi:10.1002/nag.3218
[48] Tao, Y. Q., Sun, H. L., & Cai, Y. Q. (2022). Predictions of Deep Excavation Responses Considering Model Uncertainty: Integrating BiLSTM Neural Networks with Bayesian Updating. International Journal of Geomechanics, 22(1). doi:10.1061/(asce)gm.1943-5622.0002245
[49] Wang, K. Y., Li, W. J., Sun, H. L., Pan, X. D., Diao, H. G., & Hu, B. (2021). Lateral Deformation Characteristics and Control Methods of Foundation Pits Subjected to Asymmetric Loads. Symmetry-Basel, 13(3). doi:10.3390/sym13030476
[50] Wang, P., Cai, Y. Q., Xu, C. J., Sun, H. L., & Wang, L. Z. (2011). Rocking vibrations of a rigid circular foundation on poroelastic half-space to elastic waves. Soil Dynamics and Earthquake Engineering, 31(4), 708-715. doi:10.1016/j.soildyn.2010.12.012
[51] Wu, T., Sun, H. L., Aires, R. G., Cai, Y. Q., Wu, J. T., & Zhang, Y. P. Analytical solution for sheet-pile groin vibrations under tidal bore excitation. Marine Georesources & Geotechnology. doi:10.1080/1064119x.2022.2062269
[52] Wu, T., Sun, H. L., Cai, Y. Q., Wu, J. T., & Zhang, Y. P. (2022). Analytical study on the dynamic responses of a sheet-pile groin subjected to transient lateral impulses. Ocean Engineering, 249. doi:10.1016/j.oceaneng.2022.110875
[53] Wu, T. Y., Jin, H. X., Guo, L., Sun, H. L., Tong, J. H., Jiang, Y. C., & Wei, P. F. (2022). Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency. Soil Dynamics and Earthquake Engineering, 152. doi:10.1016/j.soildyn.2021.107023
[54] Wu, T. Y., Zhang, T. H., Gu, C., Wang, J., Cai, Y. Q., Sun, H. L., & Yuan, Z. H. (2022). Cyclic Behavior of Saturated Clays in Plane Strain State. Journal of Geotechnical and Geoenvironmental Engineering, 148(1). doi:10.1061/(asce)gt.1943-5606.0002721
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[57] Xu, S. L., Cao, H. T., Zhu, Y. Z., Sun, H. L., Lu, J. L., & Shi, J. Q. (2022). Mechanism of Filtration Behaviors of Cement-Based Grout in Saturated Sand under Different Grouting Conditions. Geofluids, 2022. doi:10.1155/2022/2332743
[58] Xu, S. L., Sun, H. L., Cai, Y. Q., & Geng, X. Y. (2020). Studying the orifice jamming of a polydispersed particle system via coupled CFD-DEM simulations. Powder Technology, 368, 308-322. doi:10.1016/j.powtec.2020.01.003
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[60] Xu, S. L., Zhu, Y. Z., Cai, Y. Q., Sun, H. L., Cao, H. T., & Shi, J. Q. (2022). Predicting the permeability coefficient of polydispersed sand via coupled CFD-DEM simulations. Computers and Geotechnics, 144. doi:10.1016/j.compgeo.2022.104634
[61] Xu, S. N., Zhu, Y. Z., Cao, H. T., Sun, H. L., Cai, Y. Q., & Wu, J. (2022). Studying the soil column formation in soft soil improved by vacuum preloading via coupled scale-up CFD-DEM simulations. International Journal for Numerical and Analytical Methods in Geomechanics, 46(7), 1272-1291. doi:10.1002/nag.3345
[62] Yuan, Z. H., Cai, Y. Q., Sun, H. L., Shi, L., & Pan, X. D. (2021). The influence of a neighboring tunnel on the critical velocity of a three-dimensional tunnel-soil system. International Journal of Solids and Structures, 212, 23-45. doi:10.1016/j.ijsolstr.2020.11.026
[63] Zhang, H., Liu, S. J., Sun, H. L., Cai, Y. Q., Geng, X. Y., Pan, X. D., & Deng, Y. F. (2022). Large-Strain Self-Weight Consolidation of Dredged Sludge. International Journal of Geomechanics, 22(1). doi:10.1061/(asce)gm.1943-5622.0002209
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专 利:
[1] 真空预压和堆载预压相结合的沉降柱试验仪,实用新型,孙宏磊、刘斯杰、蔡袁强,ZL201720893762.8
[2] 用于孔压分布测量的沉降柱试验仪,实用新型,孙宏磊、蔡袁强、刘斯杰,ZL201720168919.0
[3] 一维竖向吹填土颗粒浓度测试装置,实用新型,孙宏磊、蔡袁强、李丹明,ZL201720981975.6
[4] 一种一维水平循环荷载加载装置及其实验方法,发明专利,孙宏磊、蔡袁强、杨逸敏,ZL201510454382.X
[5] 一种基坑突涌演示仪及其基坑突涌实验研究方法,发明专利,孙宏磊、蔡袁强、杨逸敏,ZL201510316759.5
[6] 一种用于拉链式土工管袋的手型接头连接构造,实用新型,孙宏磊、陆靖凌、翁振奇、周琳,ZL201922198358.0
[7] 一种可重复利用的具有多排水路径的拉链式土工管袋,实用新型,孙宏磊、杨杓、翁振奇,ZL201922193302.6
[8] 一种联合真空预压的新型土工管袋淤泥脱水装置,实用新型,孙宏磊、陆逸、翁振奇,ZL201922193303.0
[9] 一种可快速拼接的土工管袋,实用新型,孙宏磊、吴健、翁振奇、周琳,ZL201922192922.8
[10] 一种用于室内真空预压模型试验的模型桶装置,实用新型,孙宏磊、陆逸、翁振奇,ZL201922347137.5
[11] 一种基于法兰连接的气密封闭真空预压模型桶装置,实用新型,孙宏磊、翁振奇,ZL201922353465.6
[12] 一维竖向吹填土颗粒浓度测试装置,实用新型,孙宏磊、蔡袁强、李丹明,ZL201720981975.6
[13] 基于模型槽的波浪荷载加载装置,实用新型,孙宏磊、齐添、周卫东、张金荣,L201721510028.5
[14] 饱和多孔弹性介质的2.5维有限元分析程序软件V1.0,计算机软件著作权,孙宏磊、杨逸敏、史吏,2017SR216507
[15] 饱和土体的2.5维有限元分析程序软件V1.0,计算机软件著作权,史吏、杨逸敏、孙宏磊,2017SR216498
[16] 一种高效制备絮凝剂溶液的装置,实用新型,孙宏磊; 吴佳蔚; 陆靖凌; 徐山琳; 施俊强; 曹洪涛; 朱彦臻,CN202210172337.5
[17] 一种联合真空预压的新型土工管袋淤泥脱水装置以及泥浆脱水方法,实用新型,孙宏磊; 翁振奇; 汪万杰,CN202111208984.9
[18] 可调围压的真空预压中土体变形特性的试验和观测系统及试验方法,实用新型,孙宏磊; 何自立; 陆靖凌; 翁振奇; 吴健; 杨杓; 汪万杰,CN202110747826.4
[19] 一种室内可变深度的真空预压模型桶装置及其试验方法,实用新型,孙宏磊; 翁振奇; 兰慧军,CN202110717961.4