孙德安

上海大学教授
孙德安，男，汉族，博士，博士生导师，毕业于名古屋工业大学岩土工程专业博士，担任上海大学教授，兼任《Computers and Geotechnics》（SCI源刊），《Journal of Rock Mechanics and Geotechnical Engineering》以及《岩土工程学报》编委。
人物经历
1983年7月毕业于西南交通大学土木工程系；
1986年7月获得河海大学岩土工程专业硕士学位，并留在河海大学土力学教研室任教；
1989年10月因获日本政府奖学金资助，去日本名古屋工业大学土力学研究室留学；
1994年3月获名古屋工业大学岩土工程专业博士学位。在名古屋工业大学岩土工程研究室从事岩土工程研究和教学工作至2005年初。任文部教官助手，讲师，研究员；
2005年2月至12月在澳大利亚Newcastle大学从事非饱和土力学研究工作；
2005年12月回国任上海大学土木系教授，为本科生主讲《土力学》、《基础工程》和《地基处理》，为研究生主讲《高等土力学》、《非饱和土力学及土动力学》、《结构数值分析》和《土木工程材料的本构理论》等课程；
2006年7-8月和2007年7-9月澳大利亚Newcastle大学访问研究员；
2007年7-9月澳大利亚Newcastle大学访问研究员；
2010年10月至2011年3月东京农工大学访问教授(Visiting Professor)；
2012年7-9月广岛大学访问教授；
2013年7-9月和2014年7-8月澳大利亚墨尔本皇家理工大学访问教授。
社会任职
《Canadian Geotechnical Journal》（SCI/EI源刊）编委
《Journal of Rock Mechanics and Geotechnical Engineering》(中国岩石力学与工程学会主办) 编委
《岩土工程学报》常务编委
《岩土力学》编委
中国土木工程学会土力学与岩土工程分会
土的本构关系及强度理论专业委员会 副主任委员
非饱和土与特殊土专业委员会 副主任委员
中国振动学会土动力学专业委员会 委员
中国岩石力学与工程学会高放废物处置专业委员会 委员
教育工作
主讲课程
为本科生主讲过《基础工程》、《地基处理》、《土力学》、《生活中的土木工程》和《土木工程实验》，为研究生主讲过《土木工程材料本构理论》、《高等土力学》和《非饱和土力学及土动力学》等课程。
学生培养
1. 孙文静获2011年上海市优秀博士论文, 题目：膨胀性非饱和土的水力-力学性质及其弹塑性本构模型
2. 陈立文获2012年上海市优秀硕士论文, 题目：不同应力路径下水土耦合超固结黏土分叉分析
3. 张谨绎获2014年上海市优秀硕士论文, 题目：氯盐渍土的水力-力学特性试验研究
科学研究
研究项目
1. 2017年1月至2020年12月国家自然科学基金委面上项目，项目名称：全吸力范围内非饱和黏性土的强度及其预测，项目批准号：11672172.
2. 2013年1月至2016年12月国家自然科学基金委面上项目，项目名称：干湿循环作用下非饱和膨胀土持水和力学特性与其耦合本构模型，项目批准号：11272194.
3. 2010年1月至2012年12月国家自然科学基金委面上项目，项目名称：高膨胀性非饱和土的水力和力学特性耦合及其弹塑性模型，项目批准号：10972130.
4．2006年1月至2008年12月国家自然科学基金委面上项目，项目名称：非饱和土的水分与力学特性和其耦合弹塑性模拟，项目批准号：10572081.
5．2010年1月至2012年12月教育部博士点基金项目，项目名称：非饱和膨胀土的水力和力学特性及其耦合模型，项目批准号：20093108110017.
6. 2012年1月至2014年12月上海市教委科研创新项目（重点），项目名称：长期和循环荷载下膨润土及其与砂混合物的力学特性和本构模型，项目批准号：12ZZ093.
7. 2007年1月至12月国家自然科学基金委国际交流项目，项目名称: 非饱和土的水分与力学特性的实验研究与弹塑性模拟，项目批准号：10710036
8. 2006年10月至2008年9月上海市浦江人才计划项目，项目名称：高放废物地质处置用的缓冲材料与回填材料的变形预测,项目编号：06PJ14043.
9. 2009年1月至2010年12月教育部回国人员科研启动基金项目，项目名称:不排水条件下非饱和土的水力—力学特性及弹塑性模拟.
10. 2007年1月至2008年12月上海市教委科研项目，项目名称：湿陷性非饱和土的弹塑性本构模型, 项目编号：06AZ106.
11.地质灾害防治与地质环境保护国家重点实验室开放基金，项目名称:非饱和土力学理论在慢速近水平滑坡滑动机理中的应用，2013-2014.
12. 横向项目，项目名称: 上海软土的力学特性参数研究, 2010.
13. 横向项目，项目名称: 苏州地区软土的力学特性研究, 2007-2010.
14. 横向项目，项目名称: 江苏长江以北地区软土的力学特性研究, 2010.
15. 横向项目，项目名称: 盐渍土的水力-力学特性及其本构模型开发，2011-2012.
16. 横向项目，项目名称: 不同浓度盐溶液条件下高庙子膨润土的膨胀特性, 2014-2015.
17. 1997年4月至1999年3月日本国家自然科学基金项目，项目名称: 吸引法によるサクション制御の3主応力试験机の开発と不饱和土への适用(用吸引法控制吸力的三向应力试验仪研制及其在非饱和土中的应用)，项目批准号：09750575.
研究成果
以非饱和土力学方面的内容为主，已在国际学术杂志（均为SCI源刊）发表论文70余篇，并在Taylor & Francis与博士论文的指导教授松冈元(Hajime Matsuoka)合作于2006年3月出版了英文专著一本。根据Google scholar, Scopus和Web of Science, H指标(H-index)分别为29, 25 和20。
2004年5月获2003年(平成15年)度日本土木学会技术开发奖, 题目: 広范な地盤材料を対象とする简便な原位置一面せん断试験法の开発と実用化（广泛岩土材料为对象的现场简便直剪试验方法研发与应用），第3完成人。
2009年11月获2009年上海市自然科学三等奖，题目：非饱和土力学的分形理论，第2完成人。
2013年12月获2013年度高等学校科学研究优秀成果奖(科学技术)，自然科学二等奖，题目: 非饱和土的水-力耦合本构关系及数值模拟，第1完成人，授奖单位：教育部。
4. Hajime Matsuoka and De’an Sun, The SMP Concept-based 3D Constitutive Models for Geomaterials, Taylor & Francis, 2006年3月出版
主要作品
出版著作
Hajime Matsuoka and De’an Sun, The SMP Concept-based 3D Constitutive Models for Geomaterials, Taylor & Francis, 2006年3月出版
学术论文
国际期刊论文(International Journal papers, all following papers were published in SCI-indexed Journals)
1. Matsuoka H, Sun DA (1995): Extension of Spatially Mobilized Plane (SMP) to frictional and cohesive materials and its application to cemented sands, Soils and Foundations, 35(4): 63-72.
2. Matsuoka H, Yao YP, Sun DA (1999): The Cam-clay model revised by the SMP criterion, Soils and Foundations, 39(1): 81-95.
3. Sun DA, Matsuoka H (1999): An elasto-plastic model for frictional and cohesive materials and its application to cemented sands, Mechanics of Cohesive-frictional Materials, 4(5): 525-543.
4. Sun DA, Matsuoka H, Yao YP, Ichihara W (2000): An elasto-plastic model for unsaturated soil in three-dimensional stresses, Soils and Foundations, 40(3): 17-28.
5. Yao YP, Sun DA (2000): Application of Lade’s criterion to Cam-clay model, Journal of Engineering Mechanics, ASCE, 126(1): 112-119.
6. Matsuoka H., Liu SH, Sun DA, Nishikata U (2001): Development of a new in-situ direct shear test, Geotechnical Testing Journal, ASTM, 24(1): 92-102.
7. Xu YF, Sun DA (2001): Determination of expansive soil strength using a fractal model, Fractals, 9(1): 51-60.
8. Yao YP, Sun DA (2001): Reply to S. K. Jain's comments on “Application of Lade’s criterion to Cam-clay model”, Journal of Engineering Mechanics, ASCE, 126(1): 112-119.
9. Xu YF, Sun DA (2002): A fractal model for soil pores and its application to determination of water permeability, Physica A, 316: 56-64.
10. Matsuoka H, Sun DA, Kogane A, Fukuzawa N, Ichihara W (2002): Stress-strain behaviour of unsaturated soil in true triaxial tests, Canadian Geotechnical Journal, 39(3): 608-619.
11. Liu SH, Sun DA (2002): Simulating the collapse of unsaturated soil by DEM, International Journal for Numerical and Analytical Methods in Geomechanics, 26(6): 633-646.
12. Matsuoka H, Liu S H, Sun D A, Nishikata U (2002): Reply to T. Mirata's comments on "Development of a new in-situ direct shear test”, Geotechnical Testing Journal, 25(3):344-344.
13. Xu YF, Sun DA, Sun J, Fu DM, Dong P (2003): Soil disturbance of Shanghai silty clay during EPB tunneling, Tunneling and Underground Space Technology, 18(5): 537-545.
14. Sun DA, Matsuoka H, Cui HB, Xu YF (2003): Three-dimensional elasto-plastic model for unsaturated compacted soils with different initial densities, International Journal for Numerical and Analytical Methods in Geomechanics, 27(12): 1079-1098.
15. Liu SH, Sun DA, Wang YS (2003): Numerical study of soil collapse behaviour by discrete element modelling, Computer and Geotechnics, 30(3): 399-408.
16. Xu YF, Matsuoka H, Sun DA (2003): Swelling characteristics of fractal-textured bentonite and its mixtures, Applied Clay science, 22(4):197-209.
17. Sun DA, Matsuoka H, Xu YF (2004): Collapse behavior of compacted clays in suction-controlled triaxial tests, Geotechnical Testing Journal ASTM, 27(4): 362-370.
18. Yao YP, Sun DA, Luo T (2004): A critical state model for sands dependent on stress and density, International Journal for Numerical and Analytical Methods in Geomechanics, 28(4): 323-337.
19. Sun DA, Matsuoka H, Muramatu D et al. (2004): Deformation and strength characteristics of weathered soft rock using triaxial tests, International Journal of Rock Mechanics and Mining Science, 41(3): 369-369.
20. Xu YF, Sun DA, Yao YP (2004): Surface fractal dimensional of Bentonite and its application to determination of swelling properties, Chaos, Solitons and Fractals, 19(2): 347-356.
21. Sun DA, Matsuoka H, Yao YP, Ishii H (2004): An anisotropic hardening elastoplastic model for clays and sands and its application to FE analysis, Computers and Geotechnics, 31(1):37-46.
22. Xu YF and Sun DA (2005): Correlation of surface fractal dimension with frictional angle at critical state of sands, Géotechnique, 55(9): 691-695.
23. Liu SH, Sun DA, Matsuoka H (2005): On the interface friction in direct shear test, Computers and Geotechnics, 32(5): 317-325.
24. Sun DA, Feng TG, Matsuoka H (2006): Stress-strain behaviour of weathered weak rock in middle-sized triaxial tests, Canadian Geotechnical Journal, 43(10): 1096-1104.
25. Sun DA, Yao YP, Matsuoka H (2006): Modification of critical state models by Mohr–Coulomb criterion, Mechanics Research Communications, 33(2): 217-232.
26. Sheng DC, Sun DA, Matsuoka H (2006): Cantilever sheet-pile wall modeled by frictional contact, Soils and Foundations, 46(1): 28-38.
27. Huang WX, Wu W, Sun DA, Sloan SW (2006): A simple hypoplastic model for normally consolidated clay, Acta Geotechnica, 1(1): 15-27.
28. Sun DA, Sheng DC, Cui HB, Sloan SW (2007): A density-dependent elastoplastic hydro-mechanical model for unsaturated compacted soils, International Journal for Numerical and Analytical Methods in Geomechanics, 31(11):1257-1279.
29. Huang WX, Ren QW, Sun DA (2007): A study of mechanical behaviour of rock-fill materials with reference to particle crushing, Science in China, Series E, 50(S): 125-135.
30. Sun DA, Sheng DC, Xu YF (2007): Collapse behaviour of unsaturated compacted soil with different initial densities, Canadian Geotechnical Journal, 44(6): 673-686.
31. Sun DA, Cui HB, Matsuoka H, Sheng DC(2007): A three-dimensional elastoplastic model for unsaturated compacted soils with hydraulic hysteresis，Soils and Foundations, 47(2): 253-264.
32. Huang WX, Sun DA, Sloan SW (2007): Analysis of the failure mode and softening behaviour of sands in true triaxial tests, International Journal of Solids and Structures, 44(5):1423-1437.
33. Sun DA, Sheng DC, Sloan SW (2007): Elastoplastic modeling of hydraulic and stress-strain behavior of unsaturated soils, Mechanics of Materials, 39(3): 212-221.
34. Xu YF, Huang J, Du YJ, Sun DA (2008): Earth reinforcement using soilbags, Geotextiles and Geomembranes, 26(3): 279-289
35. Sun DA, Sheng DC, Xiang L and Scott SW (2008): Elastoplastic prediction of hydro-mechanical behaviour of unsaturated soils under undrained conditions, Computers and Geotechnics, Vol.36, No.6, pp.845-853.
36. Qin AF, Chen GJ, Tan YW, Sun DA (2008): Analytical solution to one dimensional consolidation in unsaturated soils, Applied Mathematics and Mechanics (English edition), 29(10): 1329-1340.
37. Sun DA, Huang WX, Yao YP (2008): An experimental study of failure and softening in sand under three-dimensional stress condition, Granular Matter, 10(3): 187-195.
38. Yao YP, Sun DA, Matsuoka H (2008): A unified constitutive model for both clay and sand with hardening parameter independent on stress path, Computers and Geotechnics, 35(2): 210-222.
39. Sun DA, Cui HB, Sun WJ (2009): Swelling of compacted sand-bentonite mixtures, Applied Clay Science, 43(3): 485-492.
40. Qin, AF, Sun DA, Yang LP, Weng YF(2010): A semi-analytical solution to consolidation of unsaturated soils with the free drainage well, Computers and Geotechnics, 37(7): 867-875.
41. Qin AF, Sun DA, Tan YW (2010): Semi-analytical solution to one dimensional consolidation in unsaturated soils, Applied Mathematics and Mechanics (English edition), 31(2): 215-226.
42. Qin AF, Sun DA, Tan YW (2010): Analytical solution to one-dimensional consolidation in unsaturated soils under loading varying exponentially with time, Computers and Geotechnics, 37(1): 233-238.
43. Sun DA, Sun WJ, Xiang L (2010): Effect of degree of saturation on mechanical behaviour of unsaturated soils and its elastoplastic simulation. Computers and Geotechnics, 37(5): 678-688
44. Sun WJ, Sun DA (2012): Coupled modelling of hydro-mechanical behaviour of unsaturated compacted expansive soils, International Journal for Numerical and Analytical Methods in Geomechanics, 36(8): 1002-1022.
45. Sun DA, Zhang JY, Zhang JR, Zhang L (2013): Swelling characteristics of GMZ bentonite and its mixtures with sand, Applied Clay Science, 83: 224–230.
46. Ma TT, Wei CF, Chen P, Tian HH, Sun, DA (2013): A unified elastoplastic model of unsaturated soils considering capillary hysteresis, Journal of Applied Mathematics, No.537185.
47. Sun DA, Chen B, Wei CF (2014): Effect of fabric on mechanical behavior of marine clays, Marine Georesources and Geotechnology, 32(1): 1-17.
48. Qin AF, Sun DA, Zhang JL (2014): Semi-analytical solution to one-dimensional consolidation for viscoelastic unsaturated soils, Computers and Geotechnics, 62:110-117.
49. Chen B, Xu Q, Sun DA (2014): An elastoplastic model for structured clays, Geomechanics and Engineering, 7(2): 213-231.
50. Sun DA, Zhang L, Li J, Zhang BC (2015): Evaluation and prediction of the swelling pressures of GMZ bentonites saturated with saline solution, Applied Clay Science, 105: 207-2016.
51. Sun DA, Chen LW, Zhang JR, Zhou AN (2015): Bifurcation analysis of over-consolidated clays in different stress paths and drainage conditions, Geomechanics and Engineering, 9(5): 669-685.
52. Sun WJ, Wei ZF, Sun DA, Liu SQ, et al. (2015): Evaluation of the swelling characteristics of bentonite–sand mixtures, Engineering Geology, 199:1-11.
53. Zhang JR, Sun DA, Zhou AN, Jiang T (2016): Hydro-mechanical behaviour of expansive soils with different suctions and suction histories, Canadian Geotechnical Journal, 53(1): 1-13.
54. Li L, Li JP, Sun DA (2016): Anisotropically elasto-plastic solution to undrained cylindrical cavity expansion in K0- consolidated clay, Computers and Geotechnics, 73: 47–57.
55. Sun DA, Gao Y, Zhou AN, Sheng DC (2016): Soil–water retention curves and microstructures of undisturbed and compacted Guilin lateritic clay, Bulletin of Engineering Geology and the Environment, 75:781–791
56. Gao Y, Sun DA, Zhou AN (2016): Hydro-mechanical behaviour of unsaturated soil with different specimen preparations, Canadian Geotechnical Journal, 53(6): 909-917.
57. Wu YJ, Xu F, Yuan M, Sun DA (2016): Vacuum loading-unloading induced ground deformation, Environmental Earth Sciences, 75:218-226.
58. Zhu ZC, Sun DA, Zhou AN, Qiu ZH(2016): Calibration of two filter papers at different temperatures and its application to GMZ bentonite, Environmental Earth Sciences, 75: 509-519.
59. Li JP, Li L, Sun DA, Rao PP (2016). Analysis of undrained cylindrical cavity expansion considering three-dimensional strength of soils. International Journal of Geomechanics, 16(5): 04016017.
60. Sun WJ, Sun DA. Response to “Discussion on “Evaluation of the swelling characteristics of bentonite-sand mixtures””. Engineering Geology. 2016, 209: 211-214.
61. Zhang L, Sun DA, Jie D (2016): Shear strength of GMZ07 bentonite and its mixture with sand saturated with saline solution, Applied Clay Science, 132: 24-32.
62. Sun DA, Zhang JR, Gao Y, Sheng DC (2016): Influence of suction history on hydraulic and stress-strain behavior of unsaturated soils, International Journal of Geomechanics, 16(6): 04015001.
63. Wang L, Sun DA, Li PC, Yi Xie Y. (2017). Semi-analytical solution for one-dimensional consolidation of fractional derivative viscoelastic saturated soils, Computers and Geotechnics, 83: 30-39.
64. Li L, Li JP, Sun DA, Gong WB(2017). Analysis of time-dependent bearing capacity of a driven pile in clayey soils by total stress method, International Journal of Geomechanics, 17(7): 04016156.
65. Wang L, Sun DA, Qin AF(2017). General semi-analytical solutions to one-dimensional consolidation for unsaturated soils, Applied Mathematics and Mechanics (English edition), 38(6): 831-850.
66. Sun WJ, Zong FY, Sun DA, Wei ZF, Schanz T, Fatahi B(2017). Swelling prediction of bentonite-sand mixtures in the full range of sand content, Engineering Geology, 222: 146–155.
67. Li L, Li JP, Sun DA, Gong WB(2017). Unified solution to drained expansion of a spherical cavity in clay and sand, International Journal of Geomechanics, 17(8): 04017028.
68. Wang L, Sun DA, Li LH, Li PC, Xu YF (2017). Semi-analytical solutions to one-dimensional consolidation for unsaturated soils with symmetric semi-permeable drainage boundary, Computers and Geotechnics, 89: 71-80.
69. Gao Y, Sun DA (2017). Soil-water retention behavior of compacted soil with different densities over a wide suction range and its prediction, Computers and Geotechnics, 91: 17-26.
70. Wang L, Sun DA, Xu YF (2017). Semi-analytical solutions to one-dimensional consolidation for unsaturated soils with semi-permeable drainage boundary, Applied Mathematics and Mechanics (English edition), 38(10): 1439-1458.
71. Li L, Li JP, Sun DA, Zhang LX (2017). Time-dependent bearing capacity of a jacked pile: an analytical approach based on effective stress method, Ocean Engineering, 143: 177-185.
72. Wu YJ, Kong GQ, Lu YT, Sun DA(2017). Experimental study on vacuum preloading with flocculation for solid-liquid separation in waste slurry, Geomechanics and Engineering, 13(2): 319-331.
73. Wang L, Sun DA, Qin AF, Xu YF(2017). Semi-analytical solution to one-dimensional consolidation for unsaturated soils with semi-permeable drainage boundary under time-dependent loading, International Journal for Numerical and Analytical Methods in Geomechanics, 41(16): 1636-1655.
74. Li L, Li JP, Sun DA, Gong WB(2017). A semi-analytical approach for time-dependent load-settlement response of a jacked pile in clay strata, Canadian Geotechnical Journal, 54(12): 1682-1692.
75. Gao Y, Sun DA, Wu YJ (2017). Volume change behaviour of unsaturated compacted weakly expansive soils, Bulletin of Engineering Geology and the Environment, DOI: 10.1007/s10064-017-1142-0
76. Wang L, Sun DA, Qin AF (2018). A semi-analytical solution to one dimensional consolidation for unsaturated soils with exponentially time-growing drainage boundary conditions, International Journal of Geomechanics, 18(2): 04017144.
学会期刊或EI源刊论文
1. 松冈元，孙徳安(1993)：粘着成分を有する摩擦性材料の変形・强度特性の统一的解釈，土木学会论文集， No.463/Ⅲ-22: 163-172.
2. 松冈元，孙徳安，誉田孝宏(1993)：セメント混合砂の3主応力制御试験结果とその统一的解釈，土木学会论文集, No.475/Ⅲ-24: 119-128.
3．松冈元，孙徳安(1994):粒状材料と金属材料を両端に含む统一的な弾塑性构成式とその适用，土木学会论文集, No.505/Ⅲ-29: 201-210.
4. 孙徳安，松冈元，姚仰平，石井启稔，一村政弘(1999)：初期异方性を考虑した粘土と砂の统一的な弾塑性构成式，土木学会论文集, No.631/Ⅲ-48: 437-448.
5. 孙徳安，松冈元，姚仰平，一村政弘(2001): 拡张SMP规准による変换応力と种々の地盤材料の弾塑性モデルへの适用，土木学会论文集, No.680/Ⅲ-55: 211-224.
6. 崔红斌，孙徳安，松冈元，徐永福(2004): ベントナイトと砂との混合材の一次元的な浸水変形特性，土木学会论文集, No.764/Ⅲ-76: 275-285.
7. 崔红斌, 孙徳安, 松冈元(2006): 等方および异方応力状态でのベントナイトと砂との混合材の浸水変形特性, 土木学会论文集C, 62(3): 657-666.
8. 松冈元, 刘斯宏, 孙徳安, 西方卯佐男 (1999)： ロックフイル材のような大粒径粗粒材の原位置简易一面せん断试験、土と基础、47(3): 25-28.
9. 松冈元・孙徳安・刘斯宏・西方卯佐男，寺元真司(2001): 小型および大型の一面せん断试験机の简便な改良法, 土と基础、49(1): 21-24.
10. 孙德安, 姜朴, 戸盛松(1989)：固有各向异性对动剪切模量的影响，岩土工程学报, 11(2): 75-81.
11. 孙德安, 姚仰平, 殷宗泽(1999): 基于SMP准则的双屈服面弹塑性模型的三维化，岩土工程学报, 21(5): 110-113.
12. 姚仰平, 罗汀, 孙德安, 松岗元(2002): 黏土和砂土简单的三维本构模型(英文)，岩土工程学报, 24(2): 240-246.
13. 孙德安，孙文静，孟德林(2010): 膨胀性非饱和土水力和力学性质的弹塑性模拟, 岩土工程学报, 32(10): 1505-1512.
14. 甄文战，孙德安,段博(2010): 超固结土本构模型局部化分叉三维解析及模拟，岩土工程学报, 32(12): 1910-1915.
15. 孙德安，陈立文(2011): 不同应力路径下超固结黏土分叉分析，岩土工程学报, 33(9): 1313-1319.
16. 孙文静, 孙德安, 刘仕卿, 方雷(2014): 高吸力下高庙子钙基膨润土的土水-力学特性，岩土工程学报，36(2): 346-353.
17. 朱赞成，孙德安，田 进(2014): 高吸力高温度下2 种滤纸率定曲线及其应用,岩土工程学报，36(6): 1020-1027.
18. 孙德安，高游(2015): 不同制样方法非饱和土的持水特性研究,岩土工程学报，37(1): 91-97.
19. 孙德安，高游，刘文捷，韦昌富，张升(2015): 红黏土的土水特性及其孔隙分布，岩土工程学报，37(2): 91-97.
20. 朱赞成，孙德安，陈 雰，王古平(2015)：基于膨润土微观结构确定土水特征曲线的残余含水率，岩土工程学报，37(7): 1211-1217.
21. 李镜培，李林，孙德安，唐剑华(2015): 饱和软土地层静压沉桩阻力理论研究，岩土工程学报，37(8): 1454-1461.
22. 孙文静，刘仕卿，孙德安，魏振飞(2015): 高掺砂率膨润土混合土膨胀特性及其膨胀量预测，岩土工程学报，37(9): 1620-1626.
23. 张俊然，孙德安，蒋彤，黄志全 (2016): 宽广吸力范围内弱膨胀土的抗剪强度及其预测,岩土工程学报, 38(6): 1064-1070.
24. 高游，孙德安（2016）：制样方法对非饱和土力学特性的影响，岩土工程学报, 38(8): 1529-1534.
25. 李镜培，李林，孙德安，方睿(2016):基于总应力法的静压桩极限承载力时效性研究，岩土工程学报, 38(12): 2154-2163.
26. 李镜培，李林，孙德安,龚卫兵(2017): 基于CPTU测试的K0固结黏土中静压桩时变承载力研究，岩土工程学报, 39(2): 193-200.
27. 李林，李镜培，孙德安，李险峰(2017): 剪胀性砂土中球孔扩张弹塑性解，岩土工程学报, 39(8): 1453-1460.
28. 高游，孙德安(2017): 单峰和双峰土水特征曲线基本参数的确定，岩土工程学报, 39(10):1884-1891.
29. 汪磊，孙德安，解益，李培超(2017): 任意荷载下分数阶导数粘弹性饱和土体一维固结，岩土工程学报, 39(10):1823-1831.
30. 孙德安, 姚仰平, 殷宗泽(2000): 初始应力各向异性土的弹塑性模型, 岩土力学, 21(3): 222-226.
31. 孙德安，甄文战，黄文雄（2009）：三维弹塑性模型在路堤软基固结分析中应用，岩土力学, 30(3): 669-774.
32. 孙德安（2009）：非饱和土的水力和力学特性及其弹塑性描述，岩土力学, 30(11): 3217-3232.
33. 孙文静，孙德安，孟德林（2009）：饱和膨润土及其与砂混合物的压缩变形特性，岩土力学, 30(11): 3249-3255.
34. 孙德安，陈波，周科(2010): 重塑上海软土的压缩和剪切变形特性试验研究, 岩土力学, 31(5): 1389-1394.
35. 孙德安，陈波(2010): 重塑超固结上海软土力学特性及弹塑性模拟, 岩土力学, 31(6): 1739-1743.
36. 孙德安，甄文战(2010): 不同应力路径下剪切带的数值模拟, 岩土力学, 31(7): 2253-2258.
37. 甄文战，孙德安，段博(2011): 不同应力路径下超固结黏土试样变形局部化分析, 岩土力学, 32(1): 293-298.
38. 孙德安，孟德林，孙文静，刘月妙(2011): 两种膨润土的土水特征曲线，岩土力学, 32(4): 1293-1298.
39. 甄文战，孙德安(2011): 三维应力状态下砂的临界状态本构模型分叉分析, 岩土力学, 32(9): 2663-2668.
40. 陈立文，孙德安(2011): 不同应力路径下水土耦合超固结黏土分叉分析, 岩土力学, 32(10): 2922-2928.
41. 孟德林，孙德安，刘月妙(2012): 高庙子膨润土与砂混合物的土-水特征曲线, 岩土力学, 33(2): 509-514.
42. 吴波，孙德安(2013): 非饱和粉土的液化特性研究, 岩土力学, 34(2): 411-416.
43. 陈波，孙德安，吕海波(2013): 海相软土压缩特性的试验研究, 岩土力学, 34 (2): 381-388.
44 孙德安，张谨绎，宋国森(2013): 氯盐渍土土-水特征曲线的试验研究,岩土力学, 34(4): 955-960
45. 孙德安，张俊然，吕海波(2013): 全吸力范围南阳膨胀土的土-水特征曲线, 岩土力学, 34 (7): 1839-1846.
46. 孙德安，张龙(2013): 盐溶液饱和高庙子膨润土膨胀特性及预测, 岩土力学, 34(10): 2790-2795.
47. 张俊然，许强，孙德安(2013): 吸力历史对非饱和土力学性质的影响,岩土力学, 34(10): 2810-2814.
48. 张俊然，许强，孙德安(2014): 多次干湿循环后土-水特征曲线的模拟,岩土力学, 35(3): 689-695.
49. 孙德安，刘文捷，吕海波(2014): 桂林红黏土的土-水特征曲线, 岩土力学, 35(12): 3345-3351.
50. 陈波，孙德安，金盼(2015): 海相沉积软黏土的弹塑性本构模型研究，岩土力学, 36(3): 730-738.
51. 高游，孙德安，吕海波(2015): 弱膨胀土浸水变形特性及其预测，岩土力学, 36(3): 755-761.
52. 于响，孙德安，孙文静(2015): 干湿循环下高庙子钙基膨润土的持水和变形特性, 岩土力学, 36(5): 1339-1346.
53. 郝飞，蒋明镜，孙德安，闫超，等(2015): TJ-1模拟月壤承载特性室内试验研究, 岩土力学, 36(7): 1953-1958.
54. 张俊然 ，孙德安 ，姜 彤(2015): 吸力历史对非饱和弱膨胀土力学性质的影响, 岩土力学, 36(11): 3094-3100.
55. 孙文静，刘仕卿，孙德安，魏振飞(2016):掺砂率对膨润土与砂混合物膨胀特性的影响, 岩土力学, 37(6): 1642-1648.
56. 张龙， 孙德安，刘月妙(2016): 两种高庙子钠基膨润土膨胀特性比较研究, 岩土力学, 37(12): 3447-3754.
57. 李林，李镜培，孙德安，方睿(2017): 天然饱和黏土地基静压桩承载力时效性研究，岩土力学, 38(9): 2155-2122.
58. 陈波，孙德安，高游，李健(2017):上海软黏土的孔径分布试验研究, 岩土力学, 38(9): 2523-25304.
59. 孙德安，姚仰平(2002): 粒状材料的实用弹塑性模型, 岩石力学与工程学报, 21(8): 1147-1152.
60. 徐永福，孙德安, 董平(2003): 膨润土及其与砂混合物的膨胀试验, 岩石力学与工程学报, 22(3): 451-455.
61. 徐永福，兰守奇，孙德安, 夏小和，等(2005): 一种能测量应力状态对非饱和土渗透系数影响的新型试验装置, 岩石力学与工程学报, 24(3): 160-164.
62. 李林，李镜培，孙德安，岳著文(2016): 考虑天然黏土应力各向异性的静压沉桩效应研究, 岩石力学与工程学报, 35(5): 1055-1064.
63. 朱赞成，孙德安，李呈宏，等(2016): 基于晶层水化模型确定膨润土的相对密度, 岩石力学与工程学报, 35(8): 1688-1696.
64. 刘斯宏，姚仰平，孙德安，汪易森(2004): 剪胀K-G模型及其有限元数值分析，土木工程学报，37(9): 69-74.
65. 姜朴，孙德安(1987): 砂土的共振柱试验与液化剪应力，水利学报,18(7): 68-70.
66. 甄文战，孙德安(2011): 砂的临界状态本构模型局部化分叉分析，水利学报,42(5): 588-594.
67. 孙德安，吴波(2012): 非饱和粉砂的动弹性模量和阻尼比研究，水利学报,43(9): 1108-1113..
国际会议论文
1. Jiang P, Sun DA(1988): Shear modulus of collapsible loess, Proc. International Conference on Engineering Problem of Regional Soils, Beijing, 251-254.
2. Matsuoka H, Sun DA(1991): A constitutive law for granular materials to metals, Proc. 3rd International Conference on Constitutive Laws for Engineering Materials: Theory and Applications, Arizona, 67-70.
3. Matsuoka H, Sun DA(1991): A constitutive law covering granular materials to metals, Proc. 9th Asian Regional Conference on Soil Mechanics and foundation Engineering, Bangkok, 1: 55-58.
4. Matsuoka H, Sun DA(1992): Generalization of a constitutive law from frictional materials to cohesive materials, Advances in Micromechanics of Granular Materials, Elsevier Science Publishers B.V., 231-240.
5. Matsuoka H, Sun DA(1994): Shear deformation characteristics of cemented sands in 3-D stress, Proc. Pre-Failure Deformation of Geo-materials, Sapporo, 1: 427-432.
6. Sun DA, Matsuoka H(1994): An elasto-plastic model for frictional and cohesive materials, Proc. Pre-Failure Deformation of Geomaterials, Sapporo, 1: 433-438.
7. Matsuoka H, Sun DA and Konda T(1994): A constitutive law covering granular materials to metals, Proc. 13th Int. Conf. on Soil Mech. and Found. Eng., New Delhi, 1: 403-406.
8. Matsuoka H, Sun DA(1994): Extension of Spatially Mobilized Plane(SMP) to frictional and cohesive materials, Supplementary Volume on Mechanics of Granular Materials, Report of ISSMFE TC –13, New Delhi.
9. Matsuoka H, Sun DA, Kato S(1995): A unified model for frictional and cohesive materials, Proc. 10th Asian Regional Conference on Soil Mechanics and foundation Engineering, Beijing, 1: 41-44.
10. Kato S, Matsuoka H, Sun DA(1995): A constitutive model for unsaturated soils based on Extended SMP, Proc. 1st Int. Conference on Unsaturated Soils, Paris, 2: 739-744.
11. Sun DA, Matsuoka H(1996): A simple constitutive model for cemented soils in 3-D stresses, Proc. 2nd Int. Conf. on Soft Soil Engineering, Nanjing, 225-230.
12. Sun DA, Matsuoka H, Yamada T(1997) : Progressive failure simple shear tests, Proc. International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, 81-87.
13. Matsuoka H, Sun DA (1997): A unified constitutive model for frictional and cohesive materials based on the “Extended SMP”, Proc. International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, 323-328.
14. Sun DA, Matsuoka H(1997) : An elasto-plastic model for c-φ materials under complex loading, Proc. 9th International Conference on Computer Methods and Advances in Geomechanics, Wuhan, 2: 887-892.
15. Sun DA, Matsuoka H(1998): Estimate of initial modulus of hyperbolic stress-strain relation from results of consolidation tests, Proc. 13th Southeast Asian Geotechnical Conference, Taipei, 171-176.
16. Matsuoka H, Sun DA, Yao YP(1998): 3-D failure and yield criteria for geomaterials based on “Spatially Mobilized Plane(SMP), Proc Int. Symposium. on Strength Theory: Application, Development & Prospects for 21st Century, Xi’an, 259-266.
17. Sun DA, Matsuoka H, Takiwaki Y (1998): A three-dimensional elasto-plastic model for unsaturated soil based on “Extended SMP”, Proc. 2nd Int. Conference on Unsaturated Soils, Beijing, 1: 521-526.
18. Matsuoka H, Sun DA, et al.(1998): Deformation and strength of unsaturated soil by true triaxial tests, Proc. 2nd Int. Conference on Unsaturated Soils, Beijing, 1: 410-415.
19. Matsuoka H, Sun DA, Yao YP(1999) : Constitutive models by SMP criterion-based stress tensor, Proc. 11th Asian Regional Conference on Soil Mechanics and Foundation Engineering, Seoul, Vol.1, 31-34.
20. Sun DA, Matsuoka H, Yao YP(1999): The Cam-clay models revised the Mohr-Coulomb criterion, Proc. 8th Australia-New Zealand Conference on Geomechanics, Hobart, 2: 989-996.
21. Yao YP, Matsuoka H, Sun D A(1999): A unified elastoplastic model for clay and sand with the SMP criterion, Proc. 8th Australia-New Zealand Conference on Geomechanics, Hobart, 2: 997-1004.
22. Yao Y P, Matsuoka H, Sun DA(1999): A unified elastoplastic model of sand dependent on stress level and void ratio, Proc. 2nd International Symposium on Pre-failure Deformation characteristics of Geomaterials, Torino, 589-596.
23. Sun DA, Matsuoka H, Yao YP, Ichihara W(2000): Three-dimensional elastoplastic model for unsaturated soils, Proc. Asian Conference on unsaturated soils, Singapore, 153-158.
24. Sun DA, Matsuoka H, Yao YP, Ishii H(2000): An anisotropic hardening elastoplastic model for clay and sand and its application to numerical analysis, Proc. 10th Int. Conference on Computer Methods and Advances in Geomechanics, Arizona, 407-412.
25. Xu YF, Sun DA(2001): Analytical prediction for ground surface settlement due to shield tunnelling in Shanghai soft clay, Proc. 3rd Int. Conference on Soft Soil Eng., Hong Kong, 275-278.
26. Matsuoka H, Liu SH, Sun DA and Nishikata U(2001): A new in-situ direct shear testing method for rockfill materials, sands and clay, Proc. 15th Int. Conference on Soil Mechanics and Geotechnical Engineering, 1: 455-458.
27. Xu YF, Matsuoka H, Sun DA(2001): Fractal model for grain-size distribution of soils, Proc. 4th International Conference on Micromechanics of Granular Media, 1-6.
28. Xu YF, Matsuoka H, Sun DA(2001): Soil disturbance extent due to EPB tunneling in Shanghai soft clay, Proc. International Symposium on Modern Tunneling Science and Technology, 2: 883-888.
29. Sun DA, Xu YF, Matsuoka H(2002): Collapse of compacted clays using triaxial tests, Proc. 3rd Int. Conference on Unsaturated Soils, 2: 631-634.
30. Xu YF, Sun DA, Wang JH(2002): Fractal model for water flow through unsaturated soils, Proc. 3rd Int. Conference on Unsaturated Soils, 1: 21-26.
31. Xu Y.F, Sun DA, Matsuoka H(2002): Prediction of swelling deformation using surface fractal dimension. Proc. 6th Int. Symp. on Environ Geotech. and Global Sustainable Development, Korea, Seoul, 427-432.
32. Sun DA, Cui HB(2003): Collapse of compacted unsaturated clay and its elastoplastic modelling, Proc. 12th Asian Regional Conf. on Soil Mechanics and Foundation Engineering, Singapore, 1: 941-944.
33. Sun DA, Matsuoka H, et al. (2003): Frictional behaviour between clay and steel by direct shear type apparatus, Proc. 3rd International Symposium on Pre-Failure Deformation of Geomaterials, 1:239-245.
34. Xu, YF, Matsuoka H., Sun DA(2003).: Prediction of swelling characteristics using surface fractal dimension of compacted bentonite and its mixture, Proc. 2nd Asian Conference on unsaturated soils, Kobe, 153-158.
35. Sun DA, Matsuoka H, Xu YF, Yao YP(2003): Effects of void ratio and stress condition on collapse of compacted clay Proc. 2nd Asian Conference on unsaturated soils, Kobe, 161-164.
36. Sun DA, Sheng DC (2005): An elastoplastic hydro-mechanical model for unsaturated compacted soils, Proc. Advanced Experimental Unsaturated Soil Mechanics, Trento, 249-255.
37. Sun DA, Sheng DC, Cui HB, Li J (2006): Effect of density on the soil-water-retention behaviour of compacted soil, Geotechnical Special Publication, 147: 1338-1347.
38. Sun DA, Sheng DC (2006): Collapse behavior of unsaturated compacted soils, Geotechnical Special Publication, 148: 102-110
39. Sun DA (2007): Mechanical behaviour of unsaturated soil specimens with different preparations, Proc. 3rd Asian Conference on Unsaturated Soils,303-308.
40. Li J, Sun DA, Sheng DC et al.(2007): Preliminary study on soil-water characteristics of Maryland clay, Proc. 3rd Asian Conference on Unsaturated Soils, 569-574.
41. Liu ZB, Sun DA, Li J, Sheng DC (2007): Suction-controlled oedometer tests of Maryland clay in Newcastle, Proc. 3rd Asian Conference on Unsaturated Soils, 575-580.
42. Sun DA, Xiang L(2007): Elastoplastic simulation of undrained behaviour of unsaturated soils, Proc. 3rd Sino-Japan Geotechnical Symposium, 550-558.
43. Sun, DA, Xiang L(2007) : An elastoplastic hydro-mechanical model for unsaturated soils, Lecture Notes in Computer Science, 4489: 1138-1145.
44. Sun, DA, Huang WX, Sheng, DC, Yamamoto H(2007): An elastoplastic model for granular materials exhibiting particle crushing, Key Engineering Materials, 340-341: 1273-1278.
45. Sun DA, Sun WJ, Yan W(2009): Hydraulic and mechanical behaviour of heavily compacted sand-bentonite mixture, Proc. International Symposium on Unsaturated Soil Mechanics and Deep Geological Nuclear Waste Disposal, 90-97.
46. Sun DA, Li J(2009): Main factors affecting soil-water characteristic curve, Proc. 4th Asia-Pacific Conference on Unsaturated Soils, Newcastle, 239-242.
47. Cui YJ, Sun DA(2009): Constitutive modeling: from isothermal to non-isothermal behavior, Proc. 4th Asia-Pacific Conference on Unsaturated Soils, Newcastle, 493-505.
48. Sun DA (2010): A hydro-mechanical elastoplastic model for unsaturated soils, Proc 4th Japan–China Geotechnical Symposium, Okinawa, 48-53.
49. Sun DA, Sun WJ (2010): Elastoplastic modeling of hydraulic and mechanical behaviour of expansive soils, Proc. 5th International Conference on Unsaturated Soils, Barcelona, 973-978.
50. Sun DA, Chen LW, Zhen WZ (2010): Analytical and numerical solutions to bifurcation in three-dimensional stresses, Proc. Geomechanics and Geotechnics: from micro to macro, Shanghai, 53-58.
51. Chen B, Sun DA, Zhou K(2010): Comparison in mechanical behavior between undisturbed and reconstituted Shanghai soft clay, Geotechnical Special Publication, 200: 50-55.
52. Zhen WZ, Sun DA, Chen YY(2010): Analytical solution and numerical simulation of shear bands along different stress paths in three-dimensional stress states, Geotechnical Special Publication, 200: 192-197.
53. Sun WJ, Sun DA, Li J(2010): Elastoplastic modelling of hydraulic and mechanical behaviour of unsaturated expansive soils, Geotechnical Special Publication, 202: 119-127.
54. Sun WJ, Sun DA (2012): Comparison of swelling characteristics between Gaomiaozi Ca-bentonite and Na-bentonite, 4th International Conference on Problematic Soils, Wuhan, 243-250.
55. Sun D A, Zhang JY (2013): A simple method for predicting swelling of bentonite and sand mixtures, Proc. 5th China‐Japan Geotechnical Symposium, Chengdu, 329-332.
56. Sun DA, Sun WJ (2013): Swelling behaviour of bentonite-sand mixtures and its prediction, Proc. International Symposium on Unsaturated Soil Mechanics and Deep Geological Nuclear Waste Disposal, Shanghai, 67-72.
57. Sun WJ, Sun DA, Fang L(2013). Soil-water characteristics of GMZ Ca-bentonite by vapour equilibrium technique. Proc. International Symposium on Unsaturated Soil Mechanics and Deep Geological Nuclear Waste Disposal, Shanghai, 237-244.
58. Sun DA, Gao Y, Zhang JR(2014). Some issues in hydro-mechanical behaviour of unsaturated soils and its modeling, Proc. 6th International Conference on Unsaturated Soils, Sydney, Vol.1: 45-53.
59. Sun WJ, Sun DA, Fang L(2014). Swelling characteristics and permeability of bentonite, Proc. 6th International Conference on Unsaturated Soils, Sydney, Vol.2: 1211-1217.
60. Sun DA, Gao Y, Zhou AN (2015). Effect of specimen preparation on water retention and deformation behaviour of unsaturated soils, Proc. 6th Asia-Pacific Conference on Unsaturated Soils, Guilin, 355-360.
61. Zhang L, Sun DA, Liu YM (2015): Swelling of GMZ bentonite with saline solutions and its prediction, Proc. 6th Asia-Pacific Conference on Unsaturated Soils, Guilin, 865-870.
获奖记录
1. 获2016年度高等学校科学研究优秀成果奖(科学技术)自然科学一等奖，题目: 土的统一硬化本构理论，第三完成人，授奖单位：教育部。
2. 获2013年度高等学校科学研究优秀成果奖(科学技术)自然科学二等奖，题目: 非饱和土的水-力耦合本构关系及数值模拟，第一完成人，授奖单位：教育部。
3. 获2009年上海市自然科学三等奖，题目：非饱和土力学的分形理论，第二完成人，授奖单位：上海市政府。
4. 获2003年(平成15年)度日本土木学会技术开发奖, 题目:広范な地盤材料を対象とする简便な原位置一面せん断试験法の开発と実用化（广泛岩土材料为对象的现场简便直剪试验方法研发与应用），第三完成人，授奖单位：日本土木学会。