专著
1.安维东、吴紫汪、马巍，1989，《冻土的温度水分应力及其相互作用》，兰大出版社。
2. 吴紫汪、马巍，1994，《冻土强度与蠕变》，兰大出版社。
3．葛修润、任建喜、蒲毅彬、马巍、孙红，2004，《岩土损伤力学宏细观试验研究》，科学出版社。
4. 程国栋、马巍、吴青柏主编，2004，《青藏高原科考图片集》，人民出版社。
5．马巍、王大燕，2004，《地基处理技术发展与展望》之29章-“冻土地基处理技术”。中国水利水电出版社和知识产权出版社。
6．程国栋、马巍、王大燕，2004，《中国工程地质世纪成就》之12章-“冻土”。地质出版社。
7．马巍，2007，冻土力学的研究现状与发展趋势。岩土春秋，清华大学出版社。P.169—173.
论文(2007年起)
1.王爱国，马巍，王大雁. 高密度电法不同电极排列方式的探测效果对比[J]. 工程勘察，2007，35（1）：72-75。
2.吴志坚，张鲁新，马 巍等， 青藏铁路冻土区土体冷生过程对路基变形影响。岩土力学，2007，28（7）：1309－1314。（EI）
3.朱志武, 宁建国, 马巍. 土体冻融过程中水、热、力三场耦合本构问题及数值分析. 工程力学, 2007，24(5): 138~144.
4.Da-yan Wang, Wei Ma, Yong-hong Niu, Xiao-xiao Chang and Zhi Wen，2007，Effects of cyclic freezing and thawing on mechanical properties of Qinghai–Tibet clay，Cold Regions Science and Technology,48（1）:34-43. (SCI)
5.温智，盛煜，马巍，齐吉琳，2007，多年冻土区铁路保温路基变形特征研究，岩石力学与工程学报，26 (8): 1670－1677。（EI）
6.冯文杰、马巍、盛煜，2007，路基边坡遮阳措施对多年冻土区路基温度场的影响分析。工程地质学报，15(增刊):46－49。
7.杨成松、马巍、牛富俊、赵淑萍，2007，冻土工程中力学问题的研究进展与思考。工程地质学报，15(增刊):46－49。
8.Jilin Qi, Wei Ma，2007，A new criterion for strength of frozen sand under quick triaxial compression considering effect of confining pressure，Acta Geotechnica (2007) 2:221–226 （DOI 10.1007/s11440-007-0034-z）
9.Wu Qingbai, Zhao Shiyun, Ma Wei, Zhang Luxin. Qinghai-Xizang Railroad Construction in Permafrost Regions. ASCE Journal of Cold Regions Engineering. 2007, 21(2):60—67. (SCI)
10.吴青柏、程红彬、蒋观利、马巍、刘永智，青藏铁路块石夹层路基结构的冷却作用机理，中国科学（E），2007，37（5）：613-620.
11.Wu Qingbai, Cheng Hongbin, Jiang Guanli, Ma Wei, Liu Yongzhi, Cooling mechanisum of embankment with block stone interlayer in Qinghai-Tibet railway. Science in China, Series E: 2007, 50(3):319-328. (SCI)
12.赵淑萍、马巍、郑剑锋、焦贵德，2007，冻土破坏的宏观表现和细观机理。第十届土力学及岩土工程学术会议论文集，重庆大学出版社（上册）。329－335。
13.冯文杰、马巍、盛煜、温智，2007，寒区路基工程中遮阳板措施效果分析。第十届土力学及岩土工程学术会议论文集，重庆大学出版社（下册）。101－106。
14.Da-Yan Wang, Wei Ma, Zhi Wen and Zhi-Jian Wu, 2007, Stiffness of Frozen Soils Subjected to K0 Consolidation before Freezing, SOILS AND FOUNDATIONS, Vol. 47, No. 5, 991–997 (Japanese Geotechnical Society) (SCI)
15.赵淑萍，马巍，郑剑峰，常小晓,2007. 冻结粉土的动蠕变强度，实验室研究与探索，26(10）,285-287.
16.孙志忠，马巍，李东庆，2007。青藏高原多年冻土区碎石护坡降温作用及效果分析。冰川冻土，29（2）：292-298.
17.丑亚玲，盛 煜，马巍，2007. 青藏高原多年冻土区铁路路基阴阳坡表面温差的计算.岩石力学与工程学报，26（增2）:4102-4107. (EI)
18.吴青柏、程国栋、马巍、刘永智，2007,青藏铁路适应气候变化影响的筑路工程技术，气候变化研究进展。3（6）：315－321。
19.丑亚玲，盛 煜，马巍，2007.对年冻土区道路边坡热状况差异对多年冻土融化形态的影响，冰川冻土，29（6）：977-985.
20.王璐璐，陈晓飞，马巍等，2007。不同土壤冻融特征曲线的试验研究，冰川冻土，29（6）：1004-1011.
21.常小晓,马巍,王大雁,2007，高围压下冻结粘土的抗压强度试验研究, 冰川冻土,29(4):636-639。（被电子刊物Frontiers of Earth Science in China所收录，DOI: 10.1007/s11707-008-0027-8，Volume 2, Number 2 / 2008年6月，p. 240-242）
22.Wen Z., Sheng Yu, Ma Wei, et al. 2007. Numerical evaluation of insulation application to embankment of Qinghai–Tibetan highway [J]. Journal of Cold Regions Engineering, 21(2) : 47-59. (SCI)
23.Zhao Shuping, Zheng Jianfeng, Ma Wei, Pu Yibin. Application of CT Testing Technology in Evaluating the Uniformity of Soil Sample [A]. Proceeding of the 7th International Symposium on Permafrost Engineering [C]. Chita, Russia, 2007. (ISTP）
24.马 巍，刘 端，吴青柏，2008，青藏铁路冻土路基变形监测与分析，岩土力学， 29（3）：571－579。（EI）
25.丑亚玲，盛 煜，马巍，李金平，2008. 青藏高原多年冻土区铁路路基表面浅层地温探讨，土工基础，22 （1）:44－47。
26.Da-yan Wang, Wei Ma, Zhi Wen, Xiao-xiao Chang, 2008, Study on strength of artificially frozen soils in deep alluvium, Tunnelling and Underground Space Technology, 23 (2008): 381–388. (SCI)
27.张军伟，马巍，王大雁等，2008，青藏高原多年冻土区钻孔灌注桩承载特性试验研究。冰川冻土，30（3）：482-487.
28.郑剑锋，马巍，赵淑萍等，2008，重塑土室内制样技术对比研究。冰川冻土，30（3）：494-500.
29.Cheng Guodong, Qingbai Wu, Wei Ma, 2008, Innovative designs of the permafrost for the Qinghai-Tibet Railway, Proc.of the Ninth International Conference on Permafrost.Institute of Northern Engineering,University of Alaska Fairbanks,p.239-245.
30.Wei Ma, Luxin Zhang, Qingbai Wu, 2008, Control of Asymmetrical Subgrade Temperature with Crushed-Rock Embankments along the Permafrost Region of the Qinghai-Tibet Railway. Proc.of the Ninth International Conference on Permafrost.Institute of Northern Engineering,University of Alaska Fairbanks,p.1099-1104.
31.Dayan Wang, Wei Ma, Zhi Wen, 2008, The freezing process deformation of soil under higher confining pressure, Proc.of the Ninth International Conference on Permafrost.Institute of Northern Engineering,University of Alaska Fairbanks, p.1917-1920.
32.Shu-ping Zhao, Jian-feng Zheng, Wei Ma, Yi-bin Pu, 2008, Impact of freezing on water migration in silty clay samples. Proc.of the Ninth International Conference on Permafrost.Institute of Northern Engineering,University of Alaska Fairbanks, p.2077-2081.
33.Wei Ma, Guangli Feng, Qingbai Wu and Junjie Wu，2008，Analyses of temperature fields under the embankment with crushed-rock structures along the Qinghai–Tibet Railway，Cold Regions Science and Technology, 53(3):259-270. (SCI)
34Niu Fujun, Liu Xingfu, Ma Wei, Wu Qingbai and Xu Jian，2008，Monitoring study on the boundary thermal conditions of duct-ventilated embankment in permafrost regions，Cold Regions Science and Technology, 53(3):305-316. (SCI)
35.Zhi Wen, Yu Sheng, Wei Ma and Jilin Qi，2008，In situ experimental study on thermal protection effects of the insulation method on warm permafrost，Cold Regions Science and Technology, 53(3):369-381. (SCI)
36.Jilin Qi, Wei Ma and Chunxia Song，2008，Influence of freeze–thaw on engineering properties of a silty soil，Cold Regions Science and Technology, 53(3):397-404. (SCI)
37.Chou Ya-ling, Yu Sheng and Wei Ma，2008，Study on the effect of the thermal regime differences in roadbed slopes on their thawing features in permafrost regions of Qinghai–Tibetan plateau，Cold Regions Science and Technology, 53(3):334-345. (SCI)
38.Chou Ya-ling, Yu Sheng, Wei Zhen-mingand Wei Ma，2008，Calculation of temperature differences between the sunny slopes and the shady slopes along railways in permafrost regions on Qinghai-Tibet Plateau，Cold Regions Science and Technology, 53(3):346-354. (SCI)
39.Qingbai Wu, Zijian Lu, Zhang Tingjun, Wei Ma, Yongzhi Liu，2008，Analysis of cooling effect of crushed rock-based embankment of the Qinghai-Xizang Railway，Cold Regions Science and Technology, 53(3):271-282. (SCI)
40.马巍、金会军，2008，正在变暖的地球上的多年冻土－2008年第九届国际冻土大会(NICOP)综述。冰川冻土，30（5）：843-854.
41马巍、杨成松，2008，寒区（冻土）环境土工测试方法与技术，土工测试新技术－第25届全国土工测试学术研讨会论文集，浙江大学出版社，杭州。71－78。（特邀及专题报告）
42.温智, 盛煜, 马巍等. 寒区道路翻浆和防治技术研究进展[J].工程地质学报, 2008, 16(增): 622～626.
43.孙志忠，马巍，李东庆. 青藏铁路北麓河试验段块石路基与普通路基的地温特征. 岩土工程学报，2008，30(2)：303-308。（EI）
44.Wei Ma，Jilin Qi，Qingbai Wu，2008，Analysis of the Deformation of Embankments on the Qinghai-Tibet Railway. Journal of Geotechnical and Geoenvironmental Engineering. 134(11):1645-1654. (SCI, IF＝0.746)
45.Wei Ma, Qingbai Wu, Yongzhi Liu and Hui Bing, 2008, Analysis of cooling mechanism of a crushed rock embankment in warm and lower temperature permafrost regions along the Qinghai-Tibet railway, Sciences in Cold and Arid Regions, Initial issue, p.14-25.
46.Warming in Permafrost Regions, Advance in Climate change. 4 (Suppl.): 60-66(SCI)
47.冯文杰、马巍、牛永红，2009，路基边坡遮阳板下风速变化模拟计算探讨，冰川冻土，31(1):106-112。
48.郑剑锋、赵淑萍、马巍等，2009，冻结方式对冻土试样制备的影响，冰川冻土，31(1):130-138。
49.Cheng Guodong, Wu Qingbai, Ma Wei, 2009, Innovative designs of permafrost roadbed for the Qinghai-Tibet Railway. Science in China, Series E, 52(2):530-538. (SCI)
50.Xiaoliang Yao, Jilin Qi, Wei Ma, 2009, Influence of freeze-thaw on the stored free energy in soils, Cold Regions Science and Technology, 56(2009):115-119. (SCI)
51.Ma Wei, Cheng Guodong, Wu Qingbai, 2009, Construction on permafrost foundations: Lessons learned from the Qinghai–Tibet railroad. Cold Regions Science and Technology, Volume 59, Issue 1, Pages 3-11. (SCI)
52.Jilin Qi, Wei Hu, Wei Ma. Experimental study of a pseudo-preconsolidation pressure in frozen soils. Cold Regions Sciences and Technology. doi:10.1016/j.coldregions.2009.10.008. (SCI).
53.马巍，2009，中国冻土力学研究50年。中国寒区旱区环境与工程科学50年，p.152—164，科学出版社。
54.马巍、程国栋，2009，竞逐在国际冻土科学研究前沿的冻土工程国家重点实验室。中国寒区旱区环境与工程科学50年，p.152—164，科学出版社。
55.Sun Zhizhong, Ma Wei, Li Dongqing，2009，Cooling effect of crushed rock revetment in permafrost regions.. 8th International Symposium on Permafrost Engineering, Lanzhou University Press ，Xi’an,70-77.
56.温智, 盛煜, 马巍等. 退化性多年冻土地区公路地温和变形规律[J].岩石力学与工程学报, 2009, 28(7): 1477～1483. (EI)
57.温智, 盛煜, 马巍等. 多年冻土区路堑边坡防护试验研究[J].铁道工程学报, 2009, 7: 1～5.
58.温智, 盛煜, 马巍等.国道214线多年冻土地区公路路基典型纵向裂缝监测和模拟研究[C]//第三届全国岩土与工程学术大会. 成都：四川科学技术出版社，2009：50～53.
59.Shuping Zhao, Wei Ma, Chengsong Yang, Guide Jiao，2009. Comparison of the Creep Characteristics of Frozen Silt under Different Amplitudes of Dynamic Loading[A], Proceeding of 8th International Symposium on Permafrost Engineering[C], Lanzhou University Press, 552-558.
60.郑剑锋, 赵淑萍, 马巍等. 2009,CT检测技术在土样初始损伤研究中的应用[J].兰州大学学报(自然科学版), 45(2):20-25
61.Guoyu Li, Ning Li, Wei Ma. Mathematic models and numerical solutions of the heat transfer for the embankment with crushed stone layer in permafrost regions[C]//Proceedings of the eighth international symposium on permafrost engineering, Xi’an, China: Lanzhou University Press, 2009: 242-249.
62.李国玉，喻文兵，马巍，齐吉琳，金会军，盛煜. 甘肃省公路沿线典型地段含盐量对冻胀盐胀特性影响的试验研究[J]. 岩土力学，2009, 30(8): 2276-2280. （EI）
63.胡伟，齐吉琳，马巍。2009。冻土前期固结压力试验研究。《岩土力学》，30:（5）：1313-1316。（EI）
64.李国玉，李宁，马巍，2010，高温冻土区新型复合护坡降温机制研究，岩土力学， 31（1）：165-173。(EI)
65.齐吉琳，马巍，2010，冻土的力学性质及研究现状，岩土力学， 31(1): 165-173。(EI)
66.Junjie Wu, Wei Ma, Zhizhong Sun, Zhi Wen，2010，In-situ study on cooling effect of the two-phase closed thermosyphon and insulation combinational embankment of the Qinghai–Tibet Railway，Cold Regions Science and Technology, 60：234-244. (SCI)
67.武俊杰，马巍，孙志忠，温智．用估算热收支的方法评价热棒制冷效果．冰川冻土，2010，32（1）:106–115．
68.Zhu Zhiwu, Ningjianguo, Ma Wei, 2010, A constitutive model of frozen soil with damage and numerical simulation for the coupled problem, Science China: Physics, Mechanics & Astronomy, 53(4)699-711. (SCI)
69.赵淑萍、马巍、郑剑锋等，2010，不同温度条件下冻结兰州黄土单轴试验的CT动态监测，岩土力学，31(增刊2):92-97。
70.吴志坚、车爱兰、马巍等，2010，多年冻土区路基调查中瞬态面波勘探方法应用研究，岩土力学，31(增刊2):335-341。
71.李国玉，马巍，李宁，等. 冻融对压实黄土工程地质特性影响的试验研究[J]. 水利与建筑工程学报，2010，8(4): 5-7.
72.G.Y. Li, W. Ma, H.J Jin et al. Experimental Research on Impact of Freeze-thaw Cycle on Geotechnical Properties of Compacted Loess [C]// Proceedings of the 63rd Canadian Geotechnical & 6th Canadian Permafrost Conference, Calgary, Alberta, Canada, 2010: 431-435. (ISTP)
73.Jilin Qi, Wei Hu, Wei Ma. 2010. Experimental study of a pseudo-preconsolidation pressure in frozen soils. Cold Regions Sciences and Technology. 60:230-233. (SCI).
74.焦贵德, 赵淑萍, 马巍等. 冻融循环后高温冻结粉土在循环荷载下的动力特性试验研究[J]. 土木工程学报, 2010, 43(12): 1-7. （EI）
75.郑剑锋，赵淑萍，马巍等.冻结方式影响试样内部结构变化的CT研究[J].中国矿业大学学报，2010，39（1）：80-86. （EI）
76.Guoyu Li, Yu Sheng, Huijun Jin, Wei Ma, et al. Development of freezing–thawing processes of foundation soils surrounding the China– Russia Crude Oil Pipeline in the permafrost areas under a warming climate. Cold Regions Science and Technology, 2010, (64): 226-234. doi:10.1016/j.coldregions.2009.08.006.（SCI）
77.Guoyu Li, Yu Sheng, Huijun Jin, Wei Ma, Jilin Qi, Zhi Wen, Bo Zhang, Yanhu Mu, Guiquan Bi. Forecasting the oil temperatures along the proposed China–Russia Crude Oil Pipeline using quasi 3-D transient heat conduction model. Cold Regions Science and Technology, 2010, (64): 235-242. doi:10.1016/j.coldregions.2009.08.003.（SCI）
78.Yanhu Mu, Wei Ma, Guoyu Li, Yongzhi Liu, Yuncheng Mao. Thermal differences between right and left portions of air-convection crushed-rock embankment in permafrost regions[C]// Proceedings of the 63rd Canadian Geotechnical & 6th Canadian Permafrost Conference, Calgary, Alberta, Canada, 2010: 443-451. (ISTP?)
79.Wen Z., Sheng Yu, Ma Wei, Wu Qingbai, Wang Dayan, Sun Zhizhong, Li Guoyu. Probabilistic analysis of the replacement thickness of the in-cut roadbeds in permafrost regions [J].Cold Regions Science and Technology, 2010: 64(1), 57-67. doi:10.1016/j.coldregions.2010.07.002. (SCI)
80.穆彦虎, 马巍, 孙志忠, 刘永智, 2010. 青藏铁路块石路基冷却降温效果对比分析[J]. 岩土力学, 31(Supp.1):284-292. (EI)
81.孙志忠，马巍，温智，李东庆，冯文杰，2010，青藏铁路多年冻土区普通路基地温监测及其预测分析。铁道学报， 32（3），71-76. (EI)
82.Yanhu Mu, Wei Ma, Yongzhi Liu, Zhizhong Sun, 2010. Monitoring investigation on thermal stability of air-convection crushed-rock embankment[J]. Cold Regions Science and Technology, 62(2-3):160-172. (SCI)
83.Hui Bing, Wei Ma, 2011, Laboratory investigation of the freezing point of saline soil, Cold Regions Science and Technology, 67(2011):79-88. (SCI)
84.Yanhu Mu, Wei Ma, Zhizhong Sun,Yongzhi Liu,2011, The Application of Crushed Rock Materials upon Railway Embankments in Permafrost Regions, Advanced Materials Research, Vols. 255-260 (2011), pp 4027-4033.
85.石云静，马巍，2011，青藏高原沱沱河地区冻土融化深度预测的概率分析，冰川冻土，33(1):126-131。
86.Wei Ma , Yanhu Mu, Qingbai Wu, Zhizhong Sun, Yongzhi Liu，2011，Characteristics and mechanisms of embankment deformation along theQinghai–Tibet Railway in permafrost regions，Cold Regions Science and Technology，67 (2011)：178-186. （SCI）
87.李国玉，马巍，穆彦虎，李兴柏，毛云程. 多年冻土区石油污染物迁移过程试验研究[J]. 岩土力学，2011, 32(增1):83-89.（EI）
88.Wei Ma, Lili Fang, Jilin Qi, Methodology of study on freeze-thaw cycling induced changes in engineering properties of soils, Proceedings of Ninth International Symposium on Permafrost Engineering. 2011，Mirny,Russia. P.38-44.(ISTP )
89.Yanhu Mu, Wei Ma, Qingbai Wu, Zhizhong Sun, Yongzhi Liu. Cooling processes and effects of crushed rock embankment along the Qinghai-Tibet Railway in permafrost regions. Cold Regions Science and Technology, 2011, (SCI) (Under review)
90.Wei Ma, Zhi Wen, Yu Sheng, Qingbai Wu, Dayan Wang, and Wenjie Feng，2012，Remedying embankment thaw settlement in a warm permafrost region with thermosyphons and crushed rock revetment，Can. Geotech. J.， Vol.49: 1005–1014 (2012)(SCI)
91.Aiguo Wang,Wei Ma,2012, The Optimal Design Principles and Method of Crushed-Rock Based Embankment in Cold Regions,Proceedings of 15th International Specialty Conference on Cold Regions Engineering(the American Society of Civil Engineers, ISBN: 978-0-7844-1247-3), p.1-11.
92.Guoyu Li, Wei Ma, Shuping Zhao, Yuncheng Mao, and Yanhu Mu,2012, Effect of Freeze-Thaw Cycles on Mechanical Behavior of Compacted Fine-Grained Soil,Proceedings of 15th International Specialty Conference on Cold Regions Engineering(the American Society of Civil Engineers, ISBN: 978-0-7844-1247-3), p.72-81.
93.Fujun Niu, Guodong Cheng, Wei Ma, and Qingbai Wu,2012, Thermal Status of the Main Roadbeds of the Qinghai-Tibet Railway in Permafrost Regions after 5 Years’ Service,Proceedings of 15th International Specialty Conference on Cold Regions Engineering(the American Society of Civil Engineers, ISBN: 978-0-7844-1247-3), p.424-433.
94.W. J. Feng, W. Ma, Z. Wen, Z. Zhang et al,2012, Numerical Model for the Variation of the Frost Boundary below Embankments Using Surface Temperature and Net Radiation Data,Proceedings of 15th International Specialty Conference on Cold Regions Engineering(the American Society of Civil Engineers,ISBN: 978-0-7844-1247-3), p.552-562.
95.CHEN Tuo, MA Wei, WU Zhijian, WANG Lanmin,ZENG Lifeng,2012,Effects of overburden thickness and slope grade of loess sites on the amplification of peak Acceleration,Advanced Materials Research, Vols. 594-597 (2012), pp 1668-1674.
96.Wei Ma, Dayan Wang,2012,Progress in frozen soil mechanics research in China:A Review.Proceeding of 10th International Conference on Permafrost(Salekhard,Russia), Vol.1,p.249-254.
97.Guoyu Li,Wei Ma et al, 2012,Thermal conductivity and freezing temperature of oil-contaminated foundation soils surrounding the China-Russia crude oil pipeline. Proceeding of 10th International Conference on Permafrost(Salekhard,Russia), Vol.1, p.227-230.