防灾减灾工程学院学报
防灾减灾工程学院学报
《防灾减灾工程学报》是防灾减灾工程类综合性学术期刊。刊载以防御和减轻自然灾害为主的各类灾害的基础性学术研究论文和应用性科研成果,内容包括:地震与地质灾害、气象灾害、爆炸与火灾、植物灾变以及其它对人类生存和社会发展造成危害的各类灾害。开展多种灾害学间的学术和科技成果交流,加强自然科学与社会科学在灾害科学方面的结合,推动防灾减灾工程领域的科学研究,促进有效减灾,为可持续发展战略服务;为从事防灾减灾研究的科学工作者、政府和企事业部门的防灾减灾专业技术人员及大专院校有关专业的师生提供学术交流的园地。
防灾减灾工程学报是北大中文核心吗
是中文核心
期刊名称: 防灾减灾工程学报
创办日期: 1981
主管部门: 江苏省地震局
主办单位: 中国灾害防御协会,江苏省地震局
主 编: 欧进萍
刊期: 双月
电话:
Email:
国内统一刊号(CN): CN 32-1695/P
国际标准刊号(ISSN):ISSN 1672-2132
本刊被以下核心数据库收录:
中文核心期刊要目总览
中国科学引文数据库(CSCD)
中国科技核心期刊(CSTPCD)
中国学术期刊综合评价数据库(CAJCED)
中国核心期刊(遴选)数据库
中国期刊全文数据库(CJFD)
俄罗斯《文献杂志》AJ of VINITI
美国《剑桥科学文献》CSA
陈永辉的主要成果
以第一作者(含学生第1本人第2)发表学术论文: [1]塑料套管混凝土桩单桩承载特性研究[J] .中国公路学报.2012,25(3):51-58+72. 1001-7372(EI) [2]板桩加固护岸桩身受力现场试验研究[J] .水运工程.2012,464:14-19.1002-4972 [3]塑料排水板联合堆载预压加固软基工后沉降预测方法研究[C].工程排水与加固技术理论与实践——第八届全国工程排水与加固技术研讨会论文集,中国北京:中国水利水电出版社.2011:74-80. [4]塑料套管混凝土桩挤土效应现场试验研究[C].第十一届全国土力学及岩土工程学术会议——《西北地震》增刊.2011,33(s):190-194. [5]气泡混合轻质土置换路基控制工后沉降研究[J].岩土工程学报.2011,33(12):1854-1862. (EI) [6]透明土及其在岩土工程模型试验应用的研究进展[J].水利水电科技进展.2011,31(6):69-73.1006-7647河海大学 [7]基于创新和实践能力培养的软基处理毕业设计模式探索[C].第三届全国土力学教学研讨会——广州大学学报.2011:89-92. [8]应用无限地基方法研究打桩振动对海堤的影响[J].水利学报.2011,42(2):226-231. (EI) [9]塑料套管现浇混凝土桩倾斜对承载性能影响的模型试验研究[J].岩石力学与工程学报.2011,30(4):834-842..(EI) [10]Analysis of Plastic Tube on Plastic Tube Cast-in-Place Concrete Pile[C]. Proceedings of the 2011 GeoHunan International Conference, Geotechnical Special Publication, Hunan China:ASCE.2011:31-38. (EI) [11]Study on the Settlement Calculation Method of Single Y‐Section Pile[C]. Proceedings of the 2012 GeoHunan International Conference, Hunan China:ASCE.2011:21-30.(EI) [12]桥梁整体同步顶升的姿态调整与控制研究.南京工业大学学报.2010,32(s):65-69. [13]Study on settlement calculation method of rigid-flexible pile. 2010 International Conference on Mechanic Automation and Control Engineering, Wuhan China:IEEE Computer Society. 2010: 4484-4489.(EI) [14]The theoretic Analysis and Experimental Research on the Time-Dependency of TC piles[C]. 10th Asia-Pacific Conference On Engineering Plasticity And Its Applications.2010:461-466. [15]In-situ study on stress distribution of foundation improved by Y-section pile [C]. Geotechnical Society of Singapore - International Symposium on Ground Improvement Technologies and Case Histories, ISGI'09,Singapore:Research Publishing Services.2010: 319-330.(EI) [16]大直径钉形双向水泥土搅拌桩[J]. 公路. 2010(09): 99-105. [17]申嘉湖杭高速公路路堤沉降动态控制研究[J]. 公路. 2010(09): 45-48. [18]塑料套管混凝土桩在申嘉湖杭高速公路软基处理中的应用[J]. 公路. 2010(09): 83-89. [19]Study on flexural behavior of cast-in-place concrete Y-shaped vibro-pile [C].Recent Advancement in Soil behavior, In Situ Test Methods, Pile Foundations, and Tunneling,Changsha Hunan China, ASCE.2009:152-158.(EI) [20]Calculation of soil stresses under various pile sectional configurations [C].Recent Advancement in Soil behavior, In Situ Test Methods, Pile Foundations, and Tunneling,Changsha Hunan China, ASCE.2009:159-164.(EI) [21]Experimental study on soft foundation improved by grouted gravel pile [C].Recent Advancement in Soil behavior, In Situ Test Methods, Pile Foundations, and Tunneling,Changsha Hunan China, ASCE.2009:165-170.(EI) [22]Y型桩桩端阻力产生附加应力的分析计算[J]. 岩土力学. 2009,30(12): 3837-3845.(EI) [23]高速公路连拱隧道开挖三维稳定性分析[J]. 防灾减灾工程学报. 2009(01): 71-76. [24]含分数阶的无限地基交互作用时域阻尼抽取法[J]. 岩石力学与工程学报. 2009,28(S2): 3666-3672.(EI) [25]基于尖点突变理论的Y型桩屈曲临界荷载分析[J]. 工程力学. 2009,26(4): 119-127.(EI) [26]碎石注浆桩承载特性试验研究[J]. 岩土工程学报. 2009,31(06): 871-878.(EI) [27]Field study of Plastic Tube Cast-in-place Concrete Pile[J].J. Cent South Univ (Science and Technology).2008,15(2):195~202.(SCI) [28]Evaluation of Ultimate Bearing Capacity of Y-Shaped Vibro-Pile [J].J. Cent South Univ (Science and Technology).2008,15(2):186~194.(SCI) [29]Y型桩桩侧摩阻力产生附加应力的分析计算[J]. 岩土力学. 2008.29(11): 2905-2911.(EI) [30]公路软土地基处理中Y型沉管灌注桩异形特性研究[J]. 中国公路学报. 2008,21(05): 19-25.(EI) [31]基于尖点突变理论的基桩极限承载力判定及预测[J]. 河海大学学报(自然科学版). 2008(02): 248-252.( 中信所) [32]Y型沉管灌注桩荷载传递机制的现场试验研究[J]. 岩石力学与工程学报. 2008,27(3): 615-623.(EI) [33]Y型沉管灌注桩及其承载特性[J]. 工业建筑. 2008(11): 69-74.( 中信所) [34]新型桩基技术——Y型振动沉管灌注桩技术//陈正汉,刘元雪等编. 第十届土力学及岩土工程学术集,重庆,重庆大学出版社,.2007:342-347. [35]Y型沉管灌注桩截面几何性质的计算与优化[J].土木工程学报.2007, 40(S1):198-204. [36]A simplified method for stability analysis of reinforced embankments[C].Proceedings Of The Fourth International Conference On Soft Soil Engineering, Taylor & Francis/Balkema .2006,10:547-552.(EI) [37]红枫连拱隧道开挖稳定性分析[J]. 河海大学学报(自然科学版). 2005(04): 442-446.( 中信所) [38]基于神经网络和遗传算法的岩体参数辨识研究[J]. 常州工学院学报. 2005(S1): :1671-0436 [39]真空-堆载联合预压技术在甬台温高速公路软基加固中应用[A]. 全国岩土与工程学术大会论文集(下册)[C]. 中国北京: 2003. [40]土工织物加筋堤坝复合有限元分析方法[J]..水利学报.2003, 1:28.( EI) [41]土工合成材料加筋砂土的破坏模式和强度理论[J]. 河海大学学报(自然科学版). 2002(06): 120-123.(中信所) [42]土工织物加筋堤坝地基的有限元稳定计算方法[J]. 岩土工程界. 2002(12): 46-48. [43]一个加筋复合土体的本构关系[J]. 水利学报. 2002(12): 26-32. [44]适于基坑开挖分析的一个改进双屈服面模型[J]. 河海大学学报(自然科学版). 2000(03): 73-76.( 中信所) [45]自动化测量三维形貌的程序设计[J]. 大坝观测与土工测试. 2000(04): 47-49. [46]土工织物与塑料排水板在某灰坝地基处理方案中的计算方法研究[A]. 中国土木工程学会第八届土力学及岩土工程学术集[C]. 中国江苏南京: 1999: 487-490. [47]池州发电厂灰坝地基处理方法研究[A]. 岩土力学的理论与实践——第三届全国青年岩土力学与工程集[C]. 中国江苏南京: 1998: 290-295. [48]土工织物加筋结构的研究进展[J]. 水利水电科技进展. 1997,17(03):25-28.
王宝军的代表性文章、论著
[1] Wang Baojun, Shi Bin, Hilary I. Inyang. 2008. GIS-Based Quantitative Analysis of Orientation Anisotropy of Contaminant Barrier Particles Using Standard Deviational Ellipse,Soil and Sediment Contamination, 2008, 17(4) : 437-447.【SCI】【EI】[2] Bao-jun Wang, Ke Li, Bin Shi, Guang-qin Wei. 2008. Test on application of distributed fiber optic sensing technique into soil slope monitoring,Landslides,DOI 10.1007/s10346-008-0139-y.【SCI】[3] 王宝军, 施斌, 宋震. 2008. 基于GIS与虚拟现实的三维地质建模,岩石力学与工程学报, 增2(27):3553-3563.(Method of 3D Geological Model Based on GIS and VRML, Chinese Journal of Rock Mechanics and Engineering, 2008, supp.2(27):3553-3563)【EI】[4] 王宝军, 施斌, 蔡奕, 唐朝生.2008. 基于GIS的黏性土SEM图像三维可视化与孔隙度计算, 岩土力学, 29(1):251-255. (3D visualization and porosity computation of clay soil SEM image by GIS,Rock and Soil Mechanics, 2008, 29(1): 251-255)【EI】[5] C.S Tang, B. Shi, C. Liu, L.Z. Zhao, B.J. Wang. 2008. Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils,Engineering Geology, 2008, 101(3-4):204-217.【SCI】【EI】[6] 刘春, 王宝军, 施斌, 唐朝生.2008. 基于数字图像识别的岩土体裂隙形态参数分析方法, 岩土工程学报,(9): 1384-1388.(The analysis method of Morphological parameters of rock and soil crack based on image processing and recognition, Chinese Journal of Geotechnical Engineering, 2008,(9): 1384-1388)【EI,一级】[7] 施斌, 王宝军, 张巍, 徐洁. 2008. 汶川地震次生地质灾害分析与灾后调查, 高校地质学报, 2008, 14(3):387-394. (Survey and Analysis of Secondary Geological Hazards after Wenchuan Earthquake, Geological Journal China University, 2008,14(3):387-394)【核心】[8] 唐朝生, 施斌, 王宝军. 2008. 基于SEM土体微观结构研究中的影响因素分析,岩土工程学报, 30(4): 560-565. (Factors affecting analysis of soil microstructure using SEM, Chinese Journal of Geotechnical Engineering, 2008, 30(4):560-565) 【EI,一级】[9] 隋海波,施斌,张丹,王宝军,魏广庆,朴春德,基于BOTDR的锚杆拉拔试验研究,岩土工程学报,2008,30(5):755-759(BOTDR-based pull out tests on anchor bolts,Chinese Journal of Geotechnical Engineering,2008,30(5):755-759.)【EI,一级】[10] 隋海波, 施斌, 张丹, 王宝军, 魏广庆, 朴春德.2008. 地质和岩土工程光纤传感监测技术综述, 工程地质学报, 16(1): 135-143.(Review on fiber optic sensor-based monitoring techniques for geological and geotechnical engineering, Journal of Engineering Geology, 2008,16(1):135-143)【核心】[11] 隋海波, 施斌, 张丹, 王宝军, 魏广庆, 朴春德. 2008. 边坡工程分布式光纤监测技术研究, 岩石力学与工程学报, 27(supp.2):3725-3731.(Study on Distributed Optical Fiber Sensor-based Monitoring for Slope Engineering, Chinese Jounal of Rock Mechanics and Engineering, 2008, 27(supp.2):3719-3725)【EI】[12] 朴春德, 施斌, 朱友群, 魏广庆, 王宝军. 2008. 钻孔灌注桩压缩变形BOTDR分布式检测, 水文地质工程地质(4): 80-83(Distributed monitoring of bored pile compression deformation based on BOTDR,Hydrogeology & Engineering Geology,2008(4):80-83) 【核心】[13] 隋海波, 施斌, 张丹, 魏广庆, 朴春德, 王宝军. 2008. 基坑工程BOTDR分布式光纤监测技术研究, 防灾减灾工程学报, 28(2):184-191.(Distributed Optical Fiber Sensor-based Monitoring for Foundation Pit Engineering,Journal of Disaster Prevention and Mitigation Engineering, 2008, 28(2):184-191) 【核心】[14] 王宝军; 施斌; 唐朝生;基于GIS实现黏性土颗粒形态的三维分形研究,岩土工程学报, 2007,29(2):309-312.(Study on 3D fractal dimension of clayey soil by use of GIS,Chinese Journal of Geotechnical Engineering, 2007,29(2):309-312.)【EI,一级】[15] 王小明; 王宝军; 施斌; 张大祥; GIS支持下工程勘察信息管理系统设计与实现,工程勘察, 2007(2):1-9.(Design of the Information Management System for Geotechnical Investigation and Surveying Based on GIS and Its Realization ,Geotechnical Investigation & Surveying, 2007(2):1-9.)【核心】[16] 王小明; 王宝军; 施斌;基于GIS的可视化土质边坡稳定性分析系统研究,防灾减灾工程学报, 2007,27(3):363-376.(Research of the Visualization System for Soil Slope Stability Analysis Based on GIS,Journal of Disaster Prevention and Mitigation Engineering, 2007,27(3):363-376.)【核心】[17] 唐朝生,施斌,刘春,王宝军,高玮, 黏性土在不同温度下干缩裂缝的发展规律及形态学定量分析,岩土工程学报, 2007, 29(5):743-749.(Developing law and morphological analysis of shrinkage cracks of clayey soil under different temperatures,Chinese Journal of Geotechnical Engineering,2007,29(5):743-749)【EI,一级】[18] 唐朝生,施斌,刘春,王宝军,影响黏性土表面干缩裂缝结构形态的因素及定量分析, 水利学报, 2007, 38(10): 1185-1193 (Factors affecting the surface cracking in clay due to drying shrinkage, Journal of Hydraulic Engineering, 2007,38(10): 1185-1193.) 【EI,一级】[19] 陈峰军; 施斌; 黄河; 王宝军;生态土壤稳定剂对土质边坡稳定性影响的数值分析,防灾减灾工程学报,2007,27(3):302-306.(Numerical Analysis of Ecotype Soil Stabilizer Effect on Soil Slope Stability,Journal of Disaster Prevention and Mitigation Engineering,2007,27(3):302-306.)【核心】[20] 熊孝波,桂国庆,许建聪,王宝军,童立元,肖泽阳,可拓工程方法在地下工程岩爆预测中的应用, 解放军理工大学学报(自然科学版),2007,8(6):695-701.( Application of extension method to p re diction of rockburst of underground engineering, Journal of PLA University of Science and Technology, 2007,8(6):695-701.) 【EI】[21] 张巍,施斌,索文斌,蔡奕,王宝军,冻土瞬态温度场的分布式光纤监测方法及应用,岩土工程学报,2007,29(5):723-728.(Monitoring and application of distributed optical fiber sensors in transient temperature field of frozen soil,Chinese Jounal of Geotechnical Engineering,2007,29(5):723-728.)【EI,一级】[22] Chao-Sheng Tang, Baojun Wang,Wei Gao,Bin Shi. Analysis of information management for large-scale bridge construction. The 10th IAEG Congress, Nottingham, United Kingdom, September 6-10, 2006. 【国际会议】[23] Yi Cai, Bin Shi, Chaosheng Tang, Baojun Wang. Pilot study on the mechanical behaviour of soil with inclusion of polypropylene fibre and lime. The 10th IAEG Congress, Nottingham, United Kingdom, 6-10 September, 2006. 【国际会议】[24] 索文斌; 王宝军; 施斌; 刘杰;基于GIS的大型工程分布式光纤传感监测系统研究,水文地质工程地质, 2005,32(4):88-92. (Research on large engineering monitoring system using distributed optical fiber sensor based on GIS,Hydrogeology and Engineering Geology, 2005,32(4):88-92.)【核心】[25] 姜洪涛; 王宝军;基于GIS的工程地质环境评价系统分析,防灾减灾工程学报,2005,25(4):451-457.(Analysis on the Assessment System of GIS-Based Engineering Geological Environment Journal of Disaster Pnevention and Mitigation Engineering,2005,25(4):451-457.)【核心】[26] 孙伟晔; 王宝军; 施斌; 周汇光. GPS、GIS在公路网规划中的应用, 桂林工学院学报, 2005,25(2):169-172.(Application of GPS and GIS in Highway Network Planning, Journal of Guilin Institute of Technology, 2005,25(2):169-172.)【核心】[27] 赵德君; 王宝军;任意地质图剖面生成的方法探讨,西部探矿工程,2005,106(3):91-92.(Discussion on Resulting Method of Arbitrary Geological Profile,West-china Exploration Engineering,2005,106(3):91-92.)[28] 蔡奕; 施斌; 刘志彬; 唐朝生; 王宝军;团聚体大小对填筑土强度影响的试验研究,岩土工程学报,2005,27(12):1482-1486.(Experimental study on effect of aggregate size on strength of filled soils,Chinese Jounal of Geotechnical Engineering,2005,27(12):1482-1486.)【EI,一级】[29] 王宝军; 施斌; 刘志彬; 蔡奕;基于GIS的黏性土微观结构的分形研究,岩土工程学报,2004,26(2):244-247(Fractal study on microstructure of clayey soil by GIS,Chinese Journal of Geotechnical Engineering,2004,26(2):244-247)【EI,一级】[30] 王宝军; 施斌; 周汇光; 蔡奕,GIS在边坡有限元数值分析前处理中的应用,高校地质学报,2004,10(1):128-133. (GIS and Pre-Process of Finite Element Method for Slope Stability Analysis ,Geological Journal of China Universities,2004,10(1):128-133.)【核心】[31] 刘义怀; 王宝军; 吉林; 施斌; 蔡奕, 大型桥梁工程勘察信息管理剖析, 南京大学学报(自然科学版),2004,40(6),:769-776.(Analysis of Information Management for Engineering Investigation and Surveying of the Large-scale Bridges,Journal of Nanjing University (Natural Sciences), 2004,40(6):769-776.)【核心】[32] 周汇光; 王宝军; 施斌; 基于GIS的大型桥梁工程勘察信息管理系统设计,桂林工学院学报, 2004,Vol24(2),pp:172-176.(GIS based design of information management system investigation for large bridge engineering,Journal of Guilin Institute of Technology,2004,24(2):172-176.)【核心】[33] 刘志彬, 施斌, 王宝军, 2004. 改性膨胀土微观孔隙定量研究, 岩土工程学报, 26(4):526-530.(Quantitative research on micropores of modified expansive soils,Chinese Jounal of Geotechnical Engineering, 2004, 26(4):526-530)【EI,一级】[34] 邵莉, 施斌, 王宝军, 祁长青,周汇光. 2004. 基于GIS确定性模型的土体边坡稳定性评估研究, 工程勘察,(2):1-7. (Study on Stability Evaluation of Soil Slope by Using GIS-based Deterministic Model, Geotechnical Investigation and Surveying, 2004(2):1-7)【核心】[35] Cai Yi, Shi Bin, Jiang Hongtao, Wang Baojun, Zhou Huiguang, and Sun Weiyi,A study on information management and aided decision making system for large-scale engineering geological survey (in Italia 2004; 32nd international geological congress; abstract, Anonymous,),International Geological Congress, Abstracts = Congres Geologique International, Resumes (August 2004), 32, Part 1 482【国际会议】[36] Liu Zhibin, ShiBin, Wang Baojun, Determination of the optimum magnification about soil SEM images for morphological fractal research, IS-Osaka 2004, Japan. 【国际会议】[37] 王宝军,周汇光,孙伟晔,蔡奕,邵莉,滞洪区安全滞洪GIS管理剖析,水文地质工程地质,2003,Vol(4):46-49. (Application of GIS in safe flood detention zone, Hydrogeology and Engineering Geology, 2003, Vol(4): 46-49)【核心】[38] 王波, 施斌, 王宝军, 贾学天. 2003. 利用WEB GIS建立城市地下管线管理系统, 水文地质工程地质,(5):71-74. (Establishing urban underground pipeline management, Hydrogeology and Engineering Geology, 2003, (5):71-74)【核心】[39] 蔡奕, 王宝军, 施斌, 方海东. 2002. GIS环境下膨胀土胀缩等级的模糊数学判别, 工程勘察, 2:1-4.(Determination of Expansive Soil Grades Using Fuzzy method in GIS Environment, Geotechnical Investigation & Surveying, 2002, 2:1-4)【核心】[40] 方海东, 刘义怀, 施斌, 吴振君, 王宝军. 2002. 三维地质建模及其工程应用,水文地质工程地质, 3:52-55. (3D geoscience modeling and its engineering application, Hydrogeology and Engineering Geology, 2002, 3:52-55)【核心】[41] Shi Bin, Hua Jianwei, Wang Baojun, Jiang Hongtao, Wu Zhishen Environmental Geotechnical Problems of Municipal Sanitary Landfills in the East-South of China, the 6th International Symposium on Environmental Geotechnology and Global Sustainable Development, Seoul, Korea, July 2-5, 2002. 【国际会议】[42] Bin Shi, Yi Cai, Baojun Wang, Hongtao Jiang and Li Shao, Determination of Expansive Soil Grades Using Fuzzy method in GIS Environment, Proc. Of 9th IAEG, South Africa, Sept, 2002【国际会议】[43] 方海东, 施斌, 王宝军. 在环境岩土工程中应用的回顾与展望, 桂林工学院学报, (21)4:371-375.(Review and prospect of GIS application in environmental geotechnology, Journal of Guilin Institute of Technology, 2001,(21)4: 371-375) 【核心】[44] Baojun Wang, Bin shi, Ling Zhang. 2001. Liquefaction Analysis by GIS Method, Proceedings of the third international conference on soft soil engineering, 6-8 Dec. Hong Kong: 165-168. 【ISTP】[45] 张凌, 施斌, 王宝军. 2000. GIS环境中砂土液化评价方法, 水文地质工程地质, 5:15-16.(Evolution method of liquefaction in GIS environment, Hydrogeology and Engineering Geology, 2000, 5:15-16) 【核心】[46] 施斌, 姜洪涛, 王宝军, 张凌. 2000. 工程粘性土微观结构分析技术, 工程地质学报,增刊: 379-381. (Analysis technique of engineering clayey soil micrestructure, Journal of engineering geology, 2000, supp:379-381)【核心】[47] Wang Baojun, Shi Bin, and Zhang Ling, The Fractal Dimensions of the Expansive Mudstone in the Process of Swelling and shrinking, Proceedings of the International Symposium on High Altitude & Sensitive Ecological Environmental Geotechnology,, Nanjing University Press, 2000,pp228-235. 【国际会议】[48] 王宝军, 陈征宙, 李清波, 王勇强. 1999. 黄河小浪底斜坡变形的“反叠瓦”式构造机制研究, 高校地质学报, 5(1): 100-104. (Study of mechanisms of the “over-covered titles” structure in slope deformation of Xiao Langdi of Yellow river, Geological Journal China University, 1999, 5(1):100-104)【核心】[49] ,,,,.1999. Preparation of soil specimens for SEM analysis using freeze-cut-drying, Bulletin of engineering geology and environment,58:1-7. 【核心】[50] 张凌, 王宝军, 施斌. 1999. 土粒度分维的确定方法探讨,水文地质工程地质, (26)5:43-45. (Discussion of methods for soil grain size fractal, Hydrogeology and Engineering Geology, 1999, (26)5:43-45)【核心】[51] Shi B.,Jiang H.T., Zhang L. And Wang B.J., Microstructural Analysis Techniques for Engineering Clayey Soils, Proceedings of Second China-Japan Joint Symposium on recent Development of Theory and Practice in Geotechnology, Dec. 9-10,1999, pp361-372. 【国际会议】[52] 王宝军,施斌,名胜古迹破坏的环境岩土工程研究,环境保护科学,沈阳,1997,23(5):33-35.[53] 施斌,王宝军,宁文务.各向异性粘性土蠕变的微观力学模型,岩土工程学报,1997,(19)3:7-13. 【EI,一级】[54] Shi Bin, Wang Baojun,Li Qi and Jiang Hongtao, Quantification of microstructure of fine grained soil, Proceedings of the 30th IGC, Vol.23-Engineering Geology,1997,pp277-284. 【国际会议】[55] Li Shenglin, Shi Bin, Du Yanjun, Li Qi and Wang Baojun, On the internal factors for controlling the swelling-shrinkage of expansive soil, Proceedings of the 30th IGC, Vol.23-Engineering Geology,1997. 【国际会议】[56] 施斌,李立,姜洪涛,王宝军,DIPIX 图像处理系统在土体微结构定量研究中的应用,南京大学学报(自然版),1996,(32)2:275-280. 【核心】[57] Shi Bin, Wang Baojun, Jiang Hongtao. “Quantitative Appraisal on the Microstructure of Compacted Clayey Soils,” Chinese Science Bulletin, 1996,(41)11:925-929. 【SCI】[58] 施斌,王宝军,姜洪涛. 击实粘性土微观结构特性的定量评价,科学通报,1996,(41)5:438-441. 【SCI】[59] Shi Bin, Wang Baojun, and Jiang Hongtao,Quantitative analyses on the microstructures of compacted expansive soil (in 30th international geological congress; abstracts, Anonymous,),International Geological Congress, Abstracts--Congres Geologique Internationale, Resumes (1996), 30, Vol. 3 381【国际会议】[60] Shi Bin, Li Qi, Salah Bishir, Wang Baojun, and Wang Youcheng,Environmental-geotechnical properties of soils contaminated by waste alkaline liquor from paper mills (in Environmental geotechnology; proceedings of the 3rd international symposium),Environmental Geotechnology. Proceedings of the ... International Symposium (1996), 3, Vol. 1 239-245【国际会议】[61] Shi Bin et al, Treatment of Soft Foundation of Expressway to New Nanjing Airport, Proceedings of 2nd International Conference on Soft Soil Engineering, Nanjing, May 27-30, 1996. 【国际会议】[62] ShiBin, Wang Baojun, Progress in Studies on the Engineering Geology of Expansive Soils in China, Proc. Of 30th International Geological Congress. Beijing, China, Aug.4-14,1996【国际会议】[63] Shi Bin, LiQi, WangBaojun,On the International Factors for Controlling the Swelling-shrinkage soil, Proc. Of 30th International Geological Congress, Beijing, China, Aug.4-14,1996; 【国际会议】
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