2025 |
Zheng, Q., Deng, A., & Jaksa, M. (2025). Modeling of soil cracks in electroosmosis. Computers and Geotechnics, 184, 107283. DOI Scopus1 WoS1 |
2025 |
Huangfu, Z., Deng, A., & Tian, Z. (2025). Modelling air-water flow in vacuum-aided vertical drain. EXPERIMENTAL AND COMPUTATIONAL MULTIPHASE FLOW, 7(3), 14 pages. DOI |
2024 |
Huangfu, Z., & Deng, A. (2024). Vertical drain aided consolidation and solute transport. Computers and Geotechnics, 166, 106050. DOI Scopus1 WoS1 |
2024 |
Chen, Y., Deng, A., Zhao, H., Gong, C., Sun, H., & Cai, J. (2024). Model and numerical analyses of screw pile uplift in dry sand. Canadian Geotechnical Journal, 61(6), 1144-1158. DOI Scopus8 WoS7 |
2024 |
Huangfu, Z., & Deng, A. (2024). Large strain consolidation model of vacuum and air-booster combined dewatering. Computers and Geotechnics, 171, 6 pages. DOI |
2023 |
Zhou, Y., Zhang, S., Feng, S., & Deng, A. (2023). One-dimensional large strain electro-osmotic consolidation model based on multi-field coupling. Computers and Geotechnics, 159, 1-10. DOI Scopus6 WoS6 |
2023 |
Manafi, M. S. G., Deng, A., Taheri, A., Jaksa, M. B., & Nagaraj, H. B. (2023). Closure to “Second Discussion of ‘Determining Soil Plasticity Utilizing Manafi Method and Apparatus’ by M. S. G. Manafi, A. Deng, A. Taheri, M. B. Jaksa, and H. B. Nagaraj”. Geotechnical Testing Journal, 46(4), 1-6. DOI Scopus1 WoS1 |
2023 |
Manafi, M. S. G., Deng, A., & Jaksa, M. B. (2023). Closure to "Third Discussion of 'Determining Soil Plasticity Utilizing Manafi Method and Apparatus,' by M. S. G. Manafi, A. Deng, A. Taheri, M. B. Jaksa, and H. B. Nagaraj". GEOTECHNICAL TESTING JOURNAL, 46(4), 7 pages. DOI Scopus1 WoS1 |
2023 |
Huangfu, Z., & Deng, A. (2023). Large Strain Consolidation of Unsaturated Soil: Model Formulation and Numerical Analysis. International Journal of Geomechanics, 23(9), 15 pages. DOI Scopus4 WoS4 |
2023 |
Jiang, S., Huang, M., Deng, A., Xu, D., & Fang, T. (2023). A Time-Dependent Load-Transfer Model for Large Step-Tapered Hollow Piles Based on the Disturbed State Concept. Soil Mechanics and Foundation Engineering, 60(2), 141-148. DOI |
2022 |
Soltani, A., Deng, A., Taheri, A., & O’Kelly, B. C. (2022). Intermittent swelling and shrinkage of a highly expansive soil treated with polyacrylamide. Journal of Rock Mechanics and Geotechnical Engineering, 14(1), 252-261. DOI Scopus34 WoS31 |
2022 |
Zhao, H., Zhang, D., Liu, C., Deng, A., & Ji, S. (2022). Experimental investigation of rapid penetration of cylindrical rods into granular materials. GRANULAR MATTER, 24(1), 20 pages. DOI Scopus8 WoS6 |
2022 |
Manafi, M. S. G., Deng, A., Taheri, A., Jaksa, M., & Honne B., N. (2022). Determining Soil Plasticity Utilising Manafi Method and Apparatus. Geotechnical Testing Journal, 45(4), 22 pages. DOI Scopus9 WoS9 |
2022 |
Manafighorabaei, S., Deng, A., & Taheri, A. (2022). Utilisation of Extrusion Method in Geotechnical Tests: Conception and Theoretical Analysis. Arabian Journal of Geosciences, 15(5), 10 pages. DOI |
2022 |
Soltani, A., Taheri, A., Deng, A., & O'Kelly, B. C. (2022). Stabilization of a highly expansive soil using waste-tire-derived aggregates and lime treatment. Case Studies in Construction Materials, 16, 14 pages. DOI Scopus29 WoS26 |
2022 |
Manafi, M. S. G., Deng, A., Taheri, A., Jaksa, M. B., & Nagaraj, H. B. (2022). Closure to “Discussion of 'Determining Soil Plasticity Utilizing Manafi Method and Apparatus' by M. S. G. Manafi, A. Deng, A. Taheri, M. B. Jaksa, and N. HB”. Geotechnical Testing Journal, 45(6), 1-5. DOI Scopus2 WoS2 |
2021 |
Zhao, Y., Taheri, A., Karakus, M., Deng, A., & Guo, L. (2021). The effect of curing under applied stress on the mechanical performance of cement paste backfill. Minerals, 11(10), 1107-1-1107-17. DOI Scopus17 WoS15 |
2021 |
Soltani, A., Taheri, A., Deng, A., & Nikraz, H. (2021). Tyre rubber and expansive soils: Two hazards, one solution. Proceedings of Institution of Civil Engineers: Construction Materials, 175(1), 14-30. DOI Scopus26 WoS37 |
2021 |
Khatami, H., Deng, A., & Jaksa, M. (2021). Discrete-element modelling of the trapdoor arching effect in sand and rubberised sand. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 174(6), 657-669. DOI Scopus7 WoS7 |
2021 |
Soltani, A., Raeesi, R., Taheri, A., Deng, A., & Mirzababaei, M. (2021). Improved Shear Strength Performance of Compacted Rubberized Clays Treated with Sodium Alginate Biopolymer. Polymers, 13(5), 1-20. DOI Scopus20 WoS18 Europe PMC2 |
2021 |
Khatami, H., Deng, A., & Jaksa, M. (2021). Mapping soil arching-induced shear and volumetric strains in dense sands. Transportation Geotechnics, 28, 100547-1-100547-12. DOI Scopus27 WoS24 |
2021 |
Deng, A., & Huangfu, Z. (2021). Limit State and Creep Behaviour of High-Density Polyethylene Geocell. International Journal of Geosynthetics and Ground Engineering, 7(2), 1-14. DOI Scopus7 WoS5 |
2021 |
Jiang, S., Huang, M., Deng, A., & Xu, D. (2021). Theoretical Solution for Long-Term Settlement of a Large Step-Tapered Hollow Pile in Karst Topography. International Journal of Geomechanics, 21(8), 04021148. DOI Scopus7 WoS5 |
2021 |
Zhang, J., Deng, A., & Jaksa, M. (2021). Enhancing mechanical behavior of micaceous soil with jute fibers and lime additives. Journal of Rock Mechanics and Geotechnical Engineering, 13(5), 1093-1100. DOI Scopus42 WoS35 |
2021 |
Zhang, J., Deng, A., & Jaksa, M. (2021). Optimizing micaceous soil stabilization using response surface method. Journal of Rock Mechanics and Geotechnical Engineering, 13(1), 212-220. DOI Scopus32 WoS21 |
2020 |
Soltani, A., Taheri, A., Deng, A., & O’kelly, B. C. (2020). Improved geotechnical behavior of an expansive soil amended with tire-derived aggregates having different gradations. Minerals, 10(10), 1-20. DOI Scopus40 WoS36 |
2020 |
Chen, Y., Deng, A., Lu, F., & Sun, H. (2020). Failure mechanism and bearing capacity of vertically loaded pile with partially-screwed shaft: experiment and simulations. Computers and Geotechnics, 118, 103337-1-103337-13. DOI Scopus37 WoS36 |
2020 |
Wang, C., Deng, A., Taheri, A., & Ge, L. (2020). A mesh-free approach for multiscale modeling in continuum-granular systems. International Journal of Computational Methods, 17(10), 2050006-1-2050006-27. DOI Scopus5 WoS5 |
2020 |
Soltani, A., Deng, A., Taheri, A., Mirzababaei, M., & Jaksa, M. B. (2020). A dimensional description of the unconfined compressive strength of artificially cemented fine-grained soils. Journal of Adhesion Science and Technology, 34(15), 1679-1703. DOI Scopus16 WoS12 |
2020 |
Liu, Y., Deng, A., & Jaksa, M. (2020). Three-dimensional discrete-element modeling of geocell-reinforced ballast considering breakage. International Journal of Geomechanics, 20(4), 04020032-1-04020032-21. DOI Scopus20 WoS19 |
2020 |
Zhao, Y., Taheri, A., Karakus, M., Chen, Z., & Deng, A. (2020). Effects of water content, water type and temperature on the rheological behaviour of slag-cement and fly ash-cement paste backfill. International Journal of Mining Science and Technology, 30(3), 271-278. DOI Scopus144 WoS121 |
2020 |
Khatami, H., Deng, A., & Jaksa, M. (2020). Passive arching in rubberized sand backfills. Canadian Geotechnical Journal, 57(4), 549-567. DOI Scopus24 WoS22 |
2020 |
Yu, C., Deng, A., & Nguyen, G. (2020). Modeling lightweight cemented backfill considering progressive breakage. Computers and Geotechnics, 125, 103664-1-103664-8. DOI Scopus1 WoS1 |
2020 |
Khatami, H., Deng, A., & Jaksa, M. (2020). The arching effect in rubber-sand mixtures. Geosynthetics International, 27(4), 432-450. DOI Scopus24 WoS22 |
2019 |
Wang, C., Deng, A., Taheri, A., Zhao, H., & Li, J. (2019). Modelling particle kinetic behaviour considering asperity contact: formulation and DEM simulations. Granular Matter, 21(2), 1-16. DOI Scopus5 WoS3 |
2019 |
Soltani, A., Deng, A., Taheri, A., Mirzababaei, M., & Nikraz, H. (2019). Interfacial shear strength of rubber-reinforced clays: a dimensional analysis perspective. Geosynthetics International, 26(2), 164-183. DOI Scopus35 WoS28 |
2019 |
Zhang, J., Soltani, A., Deng, A., & Jaksa, M. B. (2019). Mechanical behavior of micaceous clays. Journal of Rock Mechanics and Geotechnical Engineering, 11(5), 1044-1054. DOI Scopus24 WoS21 |
2019 |
Soltani, A., Deng, A., Taheri, A., Mirzababaei, M., & Vanapalli, S. K. (2019). Swell-shrink behavior of rubberized expansive clays during alternate wetting and drying. Minerals, 9(4), 224-1-224-18. DOI Scopus43 WoS26 |
2019 |
Zhou, Y., Deng, A., & Fu, J. (2019). Modelling electro-osmosis-surcharge preloading combined consolidation of unsaturated soils. Computers and Geotechnics, 114, 103145-1-103145-13. DOI Scopus20 WoS19 |
2019 |
Soltani, A., Deng, A., Taheri, A., & O'Kelly, B. C. (2019). Engineering reactive clay systems by ground rubber replacement and polyacrylamide treatment. Polymers, 11(10), 1-23. DOI Scopus36 WoS36 Europe PMC5 |
2019 |
Zhao, Y., Taheri, A., Soltani, A., Karakus, M., & Deng, A. (2019). Strength Development and Strain Localization Behavior of Cemented Paste Backfills Using Portland Cement and Fly Ash.. Materials (Basel, Switzerland), 12(20), 21 pages. DOI Scopus33 WoS28 Europe PMC8 |
2019 |
Zhou, Y., Fu, J., Deng, A., & Chai, S. (2019). A nonlinear consolidation model of soft clay under the combination of electroomosis and vacuum preloading. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 38(8), 1677-1685. DOI Scopus10 |
2019 |
Soltani, A., Deng, A., Taheri, A., & Sridharan, A. (2019). Consistency limits and compaction characteristics of clays soils containing rubber waste. Proceedings of the ICE - Geotechnical Engineering, 172(2), 174-188. DOI Scopus29 WoS32 |
2019 |
Soltani, A., Taheri, A., Deng, A., & Azimi, M. (2019). A note on determination of the preconsolidation pressure. Journal of Testing and Evaluation, 47(6), 4535-4550. DOI Scopus1 WoS1 |
2019 |
Soltani, A., Deng, A., Taheri, A., & Sridharan, A. (2019). Swell-shrink-consolidation behavior of rubber-reinforced expansive soils. Geotechnical Testing Journal, 42(3), 761-788. DOI Scopus43 WoS38 |
2019 |
Liu, Y., Deng, A., & Jaksa, M. (2019). Failure mechanisms of geocell walls and junctions. Geotextiles and Geomembranes, 47(2), 104-120. DOI Scopus31 WoS28 |
2019 |
Zhao, Y., Soltani, A., Taheri, A., Karakus, M., & Deng, A. (2019). Application of slag–cement and fly ash for strength development in cemented paste backfills. Minerals, 9(1), 22-1-22-19. DOI Scopus88 WoS78 |
2019 |
Khatami, H., Deng, A., & Jaksa, M. (2019). An experimental study of the active arching effect in soil using the digital image correlation technique. Computers and Geotechnics, 108, 183-196. DOI Scopus64 WoS64 |
2019 |
Zhou, Y., & Deng, A. (2019). Modelling combined electroosmosis-vacuum-surcharge preloading consolidation considering large-scale deformation. Computers and Geotechnics, 109, 46-57. DOI Scopus24 WoS24 |
2019 |
Zhang, J., Soltani, A., Deng, A., & Jaksa, M. B. (2019). Mechanical performance of Jute Fiber-reinforced micaceous clay composites treated with Ground-Granulated Blast-Furnace Slag. Materials, 12(4), 576-1-576-23. DOI Scopus46 WoS40 Europe PMC5 |
2019 |
Soltani, A., Deng, A., Taheri, A., & Mirzababaei, M. (2019). A sulphonated oil for stabilisation of expansive soils. International Journal of Pavement Engineering, 20(11), 1285-1298. DOI Scopus46 WoS37 |
2018 |
Chen, Y., Deng, A., Wang, A., & Sun, H. (2018). Performance of screw-shaft pile in sand: model test and DEM simulation. Computers and Geotechnics, 104, 118-130. DOI Scopus65 WoS55 |
2018 |
Zhou, Y. D., Deng, A., & Lu, Q. (2018). A one-dimensional consolidation model considering large strain for unsaturated soil. Yantu Lixue/Rock and Soil Mechanics, 39(5), 1675-1681. DOI Scopus9 WoS7 |
2018 |
Wang, C., Deng, A., & Taheri, A. (2018). Digital image processing on segregation of rubber sand mixture. International Journal of Geomechanics, 18(10), 04018138-1-04018138-13. DOI Scopus15 WoS13 |
2018 |
Soltani, A., Deng, A., Taheri, A., & Mirzababaei, M. (2018). Rubber powder-polymer combined stabilization of South Australian expansive soils. Geosynthetics International, 25(3), 304-321. DOI Scopus93 WoS85 |
2018 |
Liu, Y., Deng, A., & Jaksa, M. (2018). Three-dimensional modeling of geocell-reinforced straight and curved ballast embankments. Computers and Geotechnics, 102, 53-65. DOI Scopus43 WoS38 |
2018 |
Soltani, A., Estabragh, A. R., Taheri, A. B. B. A. S., Deng, A. N., & Meegoda, J. N. (2018). Experiments and dimensional analysis of contaminated clay soils. Environmental Geotechnics, 7(6), 434-449. DOI Scopus6 WoS7 |
2018 |
Soltani, A., Deng, A., Taheri, A., Sridharan, A., & Estabragh, A. (2018). A framework for interpretation of the compressibility behavior of soils. Geotechnical Testing Journal, 41(1), 1-16. DOI Scopus20 WoS22 |
2018 |
Wang, C., Deng, A., & Taheri, A. (2018). Three-dimensional discrete element modeling of direct shear test for granular rubber-sand. Computers and Geotechnics, 97, 204-216. DOI Scopus80 WoS76 |
2018 |
Soltani, A., Deng, A., & Taheri, A. (2018). Swell-compression characteristics of a fiber-reinforced expansive soil. Geotextiles and Geomembranes, 46(2), 183-189. DOI Scopus115 WoS100 |
2017 |
Wang, H. -B., Deng, A., & Yang, P. (2017). Strength and stiffness of stabilized alluvial silt under frost actions. Advances in Materials Science and Engineering, 2017, 1-13. DOI Scopus2 WoS1 |
2017 |
Soltani, A., Azimi, M., Deng, A., & Taheri, A. (2017). A simplified method for determination of the soil-water characteristic curve variables. International Journal of Geotechnical Engineering, 13(4), 316-352. DOI Scopus28 WoS25 |
2017 |
Zhou, Y., Deng, A., Liu, Z., Yang, A., & Zhang, H. (2017). One-dimensional electroosmosis consolidation model considering variable saturation. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 39(8), 1524-1529. DOI Scopus15 |
2016 |
Deng, A., & Zhou, Y. (2016). Modeling electroosmosis and surcharge preloading consolidation. II: Validation and simulation results. Journal of Geotechnical and Geoenvironmental Engineering, 142(4), 04015094-1-04015094-11. DOI Scopus30 WoS24 |
2016 |
Deng, A., & Zhou, Y. (2016). Modeling electroosmosis and surcharge preloading consolidation I: Model formulation. Journal of Geotechnical and Geoenvironmental Engineering, 142(4), 04015093-1-04015093-8. DOI Scopus47 WoS33 |
2014 |
Zhou, Y., & Deng, A. (2014). 分段线性差分一维大变形电渗固结模型. Chinese Journal of Underground Space and Engineering, 10(3), 552-558. |
2013 |
Pan, D., Deng, A., & Zhou, Y. (2013). 电渗过程中电极与土体间电荷积累问题研究. Water Resources and Power, 31(5), 223-226. |
2013 |
Zhou, Y., Deng, A., & Wang, C. (2013). Finite-difference model for one-dimensional electro-osmotic consolidation. Computers and Geotechnics, 54, 152-165. DOI Scopus55 WoS48 |
2013 |
Zhou, Y., Wang, B., & Deng, A. (2013). Piecewise-linear model for electro-osmosis-surcharge preloading coupled consolidation. Chinese Journal of Geotechnical Engineering, 35(12), 2311-2316. Scopus9 |
2012 |
Qi, S., & Deng, A. (2012). 复合填料一维冻胀量数值模拟分析. Journal of Disaster Prevention and Mitigation Engineering, 32(5), 600-605. |
2012 |
Fang, X., & Deng, A. (2012). 复合填料热传导过程数值模拟. Journal of Disaster Prevention and Mitigation Engineering, 32(5), 606-610. |
2012 |
He, Z., Deng, A., Wang, H., & Ni, L. (2012). 冻结作用下复合填料水分迁移与冻胀特性研究. Jianzhu Cailiao Xuebao/Journal of Building Materials, 15(5), 703-706. DOI Scopus1 |
2011 |
He, Z., Deng, A., Zhou, Y., & Wang, H. (2011). 干湿循环下复合固废填料配比对强度的影响. Jianzhu Cailiao Xuebao/Journal of Building Materials, 14(6), 848-852. DOI |
2010 |
Deng, A., Yu, Y., & Wang, H. (2010). WFS-FA-EPS 填料导热系数试验研究. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 32(8), 1297-1302. |
2010 |
Deng, A. (2010). Reuse of waste foundry sand in structural flowable fill: engineering performance investigation. International Journal of Environmental Engineering Science, 1(2), 125-141. |
2010 |
Deng, A., & Xiao, Y. (2010). Measuring and modeling proportion-dependent stress-strain behavior of EPS-sand mixture. International Journal of Geomechanics, 10(6), 214-222. DOI Scopus69 WoS61 |
2010 |
Deng, A., & Xiao, Y. (2010). 基于椭圆-抛物双屈服面模型的广义泊松比研究. Yantu Lixue/Rock and Soil Mechanics, 31(5), 1445-1451. DOI |
2010 |
Deng, A., & Feng, J. (2010). 砂-轮胎橡胶颗粒轻质土工填料试验研究. Jianzhu Cailiao Xuebao/Journal of Building Materials, 13(1), 116-120. DOI Scopus20 |
2010 |
Deng, A., Yu, Y. T., & Wang, H. B. (2010). Thermal conductivity of WFS-FA-EPS fills. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 32(8), 1297-1302. Scopus2 |
2010 |
Deng, A., & Xiao, Y. (2010). Research on generalized Poisson's ratio based on elliptic-parabolic yield surfaces model. Yantu Lixue/Rock and Soil Mechanics, 31(5), 1445-1451. |
2009 |
Deng, A., & Yu, Y. T. (2009). Influence of freeze-thaw cycles on compressive strength of WFS-FA-EPS beads lightweight fillers. Jianzhu Cailiao Xuebao/Journal of Building Materials, 12(4), 448-452. Scopus2 |
2009 |
Deng, A. (2009). Special issue on disaster mitigation and rehabilitation. Geotechnical Engineering, 40(1). |
2009 |
Xiao, Y., & Deng, A. (2009). Stress-strain analyses of sand-EPS lightweight-bead fills based on elliptic-parabolic yield surfaces model. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 31(9), 1467-1471. Scopus5 |
2009 |
Deng, A., & Feng, J. (2009). Effect of scrap tire bead addition on shear behavior of sand. Jiefangjun Ligong Daxue Xuebao/Journal of PLA University of Science and Technology (Natural Science Edition), 10(5), 483-487. Scopus7 |
2009 |
Tan, H., Liu, H., & Deng, A. (2009). Numerical analyses on geogrid-reinforced cushion in pile-supported composite foundation. Geotechnical Engineering Journal, 40(1), 25-30. Scopus3 |
2009 |
Deng, A., & Yu, Y. (2009). 冻融循环对轻质填料抗压强度的影响. Jianzhu Cailiao Xuebao/Journal of Building Materials, 12(4), 448-452. DOI |
2009 |
Deng, A., & Feng, J. (2009). 掺入轮胎橡胶颗粒对砂土剪切性状的影响. Jiefangjun Ligong Daxue Xuebao/Journal of PLA University of Science and Technology (Natural Science Edition), 10(5), 483-487. DOI |
2009 |
Deng, A. (2009). 废铸砂作为建筑材料资源化再利用研究进展. Huanjing gongcheng xuebao/Chinese Journal of Environmental Engineering, 3(11), 1931-1937. |
2009 |
Liu, H., Chu, J., & Deng, A. (2009). Use of large-diameter, cast-in situ concrete pipe piles for embankment over soft clay. Canadian Geotechnical Journal, 46(8), 915-927. DOI Scopus111 WoS76 |
2009 |
Deng, A. (2009). Contaminants in waste foundry sand and its leachate. International Journal of Environment and Pollution, 38(4), 425-443. DOI Scopus24 WoS20 |
2009 |
Xiao, Y., & Deng, A. (2009). 基于椭圆–抛物双屈服面模型的砂–聚苯乙烯颗粒轻质 填料应力应变分析. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 31(9), 1467-1471. |
2008 |
Deng, A., & Xiao, Y. (2008). Proportion-based constitutive model for sand-EPS beads lightweight fill. Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 35(11), 6-9. |
2008 |
Deng, A., Xiao, Y., & Liu, H. (2008). Engineering behavior of sand-EPS beads lightweight fills. Chinese Journal of Geotechnical Engineering, 30(8), 1140-1145. |
2008 |
Deng, A., & Xiao, Y. (2008). Shear behavior of sand-expanded polystyrene beads lightweight fills. Journal of Central South University of Technology, 15(S2), 174-179. DOI Scopus21 WoS16 |
2008 |
Deng, A., & Tikalsky, P. (2008). Geotechnical and leaching properties of flowable fill incorporating waste foundry sand. Waste Management, 28(11), 2161-2170. DOI Scopus94 WoS82 Europe PMC6 |
2008 |
Liu, H. L., Deng, A., & Shen, Y. (2008). Shear behavior of coarse aggregates for dam construction under varied stress paths. Water Science and Engineering, 1(1), 63-77. DOI WoS14 |
2008 |
Deng, A., Xiao, Y., & Liu, H. (2008). Engineering behavior of lightweight fills of sand-EPS beads. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 30(8), 1140-1145. Scopus11 |
2008 |
Deng, A., & Xiao, Y. (2008). Proportion-based constitutive model for sand-EPS beads lightweight fills. Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 35(SUPPL.), 6-9. |
2007 |
Zhou, Q., Deng, A., Han, W., Chai, S., & Wang, P. (2007). Durability of stabilized coastal saline soils: Water stability and freeze-thaw resistance. Yantu Lixue/Rock and Soil Mechanics, 28(6), 1129-1132. Scopus8 WoS4 |
2007 |
Zhou, Q., Deng, A., Han, W., Chai, S., & Wang, P. (2007). 固化滨海盐渍土耐久性试验研究. Yantu Lixue/Rock and Soil Mechanics, 28(6), 1129-1132. DOI |
2006 |
Cao, J. J., & Deng, A. (2006). Centrifugal loading finite element method for slope stability analysis. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 28(SUPPL.), 1336-1339. Scopus7 |
2006 |
Deng, A., & Tikalsky, P. (2006). Metallic characterization of foundry by-products per waste streams and leaching protocols. Journal of Environmental Engineering, 132(6), 586-595. DOI Scopus16 WoS11 |
2006 |
Zhou, Q., Han, W., Deng, A., Chai, S., & Wang, P. (2006). Influences on unconfined compressive strength of stabilized coastal saline soils. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 28(9), 1177-1180. Scopus24 |
2006 |
Liu, H. L., Deng, A., & Chu, J. (2006). Effect of different mixing ratios of polystyrene pre-puff beads and cement on the mechanical behaviour of lightweight fill. Geotextiles and Geomembranes, 24(6), 331-338. DOI Scopus110 WoS83 |
2005 |
Liu, H. L., Fei, K., Deng, A., & Zhang, T. (2005). Erective sea embankment with PCC piles. China Ocean Engineering, 19(2), 339-348. Scopus12 WoS7 |