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工程地质学报出刊时间

发布时间:2023-12-11 01:52

工程地质学报出刊时间

《工程地质学报》是我国工程地质学科综合性的高级学术期刊。1993年批准创刊发行。现为双月刊,大16开本,每期112页,国内外公开发行。  《工程地质学报》办刊宗旨是加强学术交流,促进工程地质科学的了理论、应用和技术的发展,使工程地质学科更好地为国民经济建设服务。  《工程地质学报》着重于理论研究和工程实践的结合。学报主要介绍当前规划、设计和在建国家重点工程的工程地质和地质环境实例及其论证;讨论理论进展和方法创新;讨论在土木、水电、铁路、公路及矿山建设、城乡规划、地质环境和灾害治理,以及能源和工业采掘等方面的新技术和经验。适用于科研工作者、高校师生和专业工程技术人员参阅。  《工程地质学报》由中国科学院地质与地球物理研究所主办,由中国科学院工程地质力学重点研究实验室、协同中国地质学会工程地质专业委员会及国际工程地质学会中国国家小组编辑。中国工程院院士,国际工程地质与环境协会前主席王思敬研究员任本刊主编。编辑委员会由国内外知名的工程地质学家和工程师构成 。

工程地质学报的投稿须知

1、《工程地质学报》杂志社要求来稿请注明以下信息:作者姓名、职称/职务、工作单位、联系电话、电子邮箱、邮政编码。来稿文章字数以6000-8000为宜,摘要字数控制在300-500字左右,英文摘要控制在300 words左右。关键词3-5个。  2、 图/表格:图最好为黑白色,表用三线表。图内、表内汉字为六号宋体,数字、字母为六号新罗马体。通栏图、表宽不超过15cm,半栏图、表不超过7.5cm。图、表的中英文题目齐全,小五号字。坐标轴上的刻度线朝内。如:  3、单位:有关记号的使用应符合国家标准,例如:sin-1应为arcsin, ctg应为cot, tg应为tan, ppm等表示法已要求停止使用;除特征数外,变量应使用单个字母表示(或带下标的单字母,否则由多个字母表示单个变量,易被误解为多个变量相乘)。  4、《工程地质学报》编辑部提示注释主要用于对文章篇名、作者及文内某一特定内容作进一步的解释或说明,文中以注号(例①、②)表示。  5、参考文献应按文中出现的先后顺序排列,并在文中相应处用上角标注明,未公开发表的文献请勿引用。

跪求50篇论文的作者,发表时间,期刊名字

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李晓昭的文章论著

Li, X.Z., Luo, G.Y., Jiang, H., Urban geoenvironmental variation issues caused by geotechnical engineering disturbances. Proc. of Int. Symp. High Altitude and Sensitive Ecological Environmental Geotechnology. Nanjing University Press, 2001, , G.Y., Yan, C.H., Li, X.Z., Jiang, J.P., Exploration of water resources and multiple model for water resource development in Karst areas with the theory of Preferred Plane in Karst GEOLOGICA SINICA, 2003, 77(1): , X.Z., Luo, G.Y., Liu, Y.D., Zhang, D., Yan, S.B., Geological and geotechnical investigation in a metro project. Tunnelling and Underground Space Technology (Elsevier), 2004, 19(3/4).Li, X.Z., Hua, A.Z., Prediction and prevention of sandstone-gas outburst. International J. of Rock Mechanics and Minning Science(Elsevier), 2006, 43(1):, X.Z., Zhao, X.B. The impact of rock tunneling on groundwater in Epi-Fracture-Karst- Zone and the ecological conditions. Proc. of 4th Asian Rock Mechanics Symposium, Singapore, , X.-Z., Zhao, X.-B., Wang Z.S. The Changes of Ecological Conditions Induced by Rock Tunnelling in Laoshan Mountainous Area. Frontiers of Architecture and Civil Engineering in China (Springer), 2008,2(4):,Y.S., Li, X.-Z., Strength-reduction Finite Element Analysis forStabilityof Surrounding Rock Mass with Primary Shotcrete and Rock Bolts. Science Technology and Engineering, 2008, 8:, Z.-H., Li, X.-Z., Zhao, Xiao Lin, Wu Wei. Numerical analysis of factors affecting the range of heat transfer in earth surrounding three subways. J. China Univ. Mining & Technol. (Elsevier), 2008, 18(1):, X.Z. et al. Determination method of rock mass hydraulic conductivity tensor based on back-analysis of fracture transmissivity and fracture network model. Proc. of 9 Int. conference on Analysis of Discontinuous Deformation, Singapore: Research Publishing, 2009, ,Y.S., Li, X.Z., Finite Element Analysis of the Stability of Tunnel Surrounding Rock with Weak Rock Layer. Modern Applied Science, 2009, 3(12): , W.B. liu, X.Z. Li, and H. Zhang. Micro Mechanics study of granular soil based on the confined compression tests. Geomechanics and Geotechnics: From Micro to Macro. Taylor & Francis Group, London, 2010, ao Li, Liang Cao, Lin Xiao, Gaofeng Zhao, The Experimental Study of the Soil Thermal Conductivity Based on the Analysis of Actual Internal Fabric. Advanced Materials Research, 2011,261-263:1826-1830.L. CAO, H.Q. LI, X.Z. LI, R. YANG, W. WU, Y.Y. ZHOU. Analysis on Geological and Economy Influence Factors of Beijing Underground Space Exploration and Development. Journal of Grado, 2011(2):98-101 (The article is invited by the editor of the Russian journal)Li H.Q., Parriaux A. Li X.Z. The Way to Plan a Viable Deep City: from Economic and Institutional Aspects. Proceedings of the Joint HKIE-HKIP Conference on Planning and Development of Underground Space. Hong Kong, 2011, Wang, Xiancai Lu, Meng Chen, Yemu Ma, Kuiyuan Liu, Lianqi Liu,Xiaozhao Li and Wenxuan Hu. Numericalmodelling of the hydrocarbon generation of Tertiary source rocks intruded by doleritic sills in the Zhanhua depression,Bohai Bay Basin,China. Basin Research, 2011, 23:1– Liu, Liang Cao, Xiaozhao Li, Yexun Li, Peng Wang. Experimental Study of Silty Clay's Deformation Fields Based on the Principles of Oedometer Tests. Advanced Materials Research, 2011, 261-263: ao Li, Liang Cao, Xiaobao Zhao. Assessment of potential impact of tunnelling on the groundwater in Epi-Fissure-Karst-Zone and ecological environment. Environmental Earth Sciences, 2012, 66(3): CAO, Xiaozhao LI, , Rong Yang. Three-Dimensional Geological Modeling Based on Division of Engineering Geological Strata Units [J]. Advanced Science Letters, 2012, 5(2):ao Li, LiangCao, Zhiyong Xiong, Rong Yang, Juan Ma. Experimental and Quantitative Study on Micro-structure of Soft Soil in Suzhou. In: and i (Eds.): Multiphysical Testing of Soils and Shales, Springer Series in Geomechanics and Geoengineering, 2012, ao LI, Wenbo WU, Liang CAO, Huanqing LI, Zhongxing ZHANG. Evaluation of Geo-environmental Suitability for the Development of Underground Space in Suzhou. Proceedings of the ACUSS 2012 conference. Published by Research Publishing. Singapore, 2012, ng Zhang, Xiaozhao LI, Jin Fan. Estimation of peak strength of jointed rock massed using GSI system. Proceedings of the ACUSS 2012 conference. Published by Research Publishing. Singapore, 2012, -Qing Li, Aurèle Parriaux, Philippe Thalmann, Xiao-Zhao Li. An integrated planning concept for the emerging underground urbanism: Deep City Method Part 1 concept, process and application. Tunnelling and Underground Space Technology, 2013,38(6):559– HuanQing, Li XiaoZhao, Parriaux Aurèle, Thalmann Philippe. An integrated planning concept for the emerging underground urbanism: Deep City Method Part 2 case study for resource supply and project valuation. Tunnelling and Underground Space Technology, 2013,38(6):569–580.李晓昭,罗国煜,陈忠胜. 地下工程突水的断裂变形活化导水机制.岩土工程学报, 2002, 24(6):695-700.李晓昭,华安增. 含油气砂岩突出的宏微观预测.岩土工程学报,1998,20(5):22-26.李晓昭,张国永,罗国煜. 地下工程中由控稳到控水的断裂屏障机制.岩土力学, 2003, 24(2): 220-224.李晓昭,罗国煜,龚洪祥,严三保,张迪. 土体工程地质层组的划分. 岩土力学, 2003, 25(5):759-763.李晓昭,周扬一,汪志涛,章杨松,郭亮,王益壮. 测量统计范围大小对结构面迹长估计的影响.岩石力学与工程学报,2011,30(10):2049-2056.李晓昭,安英杰等. 岩芯卸荷扰动的声学反应与卸荷敏感岩体.岩石力学与工程学报, 2003,22,(12): 2086-2092.李晓昭,肖琳,程建军,刘琦. 润扬大桥花岗岩风化特征及其影响因素研究. 岩石力学与工程学报,2004,23,(10):1681-1688.李晓昭,乔恒君,熊志勇,赵晓豹,车平,马娟. 地铁隧道围岩传热规律的监测分析.地下空间与工程学报,2012,8(1):105-110.李晓昭,罗国煜,庄乾城,张伯文,刘广才,张申雄. 地铁工程勘察监理的探索. 铁道工程学报, 2004,(1):11-16.李晓昭,汪青葆,罗国煜.玄武湖水底交通隧道环境地质条件的分析与工程方案的评价. 工程地质学报,1999,7(2):118-124.李晓昭,张迪,华安增. 钻孔和巷硐周围流体压力变化对围岩变形及应力状态的影响.高校地质学报,2002,8(1):92-98.李晓昭,罗国煜,苏天明. 地下工程突水的富水优势断裂.中国地质灾害与防治学报,2003,14(1):36-41.李晓昭,罗国煜,张迪,余缙. 地下工程突水的变形失稳机制与控稳优势层.湘潭矿业学院学报, 2002,17(4):50-55.李晓昭,罗国煜,苏天明,余缙. 岩石地下工程突水的优势含水层水利水电科技进展,2001,21(sup.1):84-86.李晓昭,陈鹏. 地质工程专业基础工程课程内容改革的思考.高教研究与探索,2003, (1):39-42.李晓昭,罗国煜,闫长虹,刘雅东,姚志祥,刘军西. 济南城市环境岩土工程问题及其成因机制分析.地质与勘探,2003,39(5):28-33.李晓昭,蒋晃,由胜武,陈明雄. 城市地下工程应用人工地层冻结法的探讨.见:地下铁道文集.深圳:海天出版社,1999,373-379.李晓昭,赵文政,俞宏.老山隧道工程区构造裂隙控水规律与工程分类.见:大跨径隧道建设技术学术研讨会论文集.北京:人民交通出版社,2006.肖琳,李晓昭,胡增辉等. 土体内在结构对热导率计算模型的影响研究. 地质论评, 2009, 55(4):598-605.郭亮, 李晓昭, 王益壮, 等. 岩体结构均质区划分法的适用性研究[J]. 岩土力学, 2013, 34(010): 2928-2937.曹亮,李晓昭,赵晓豹,刘文白,李家奇,侯晓亮. 苏州软弱敏感层的土体微观结构定量分析[J].工程地质学报,2012,20(3):419-426.

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