格式2：硕士论文中英文摘要格式

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1、硕士研究生：请按下列格式要求编写后向学院递交电子稿（WORD文档）及书面打印稿各1份。交稿时间：论文答辩通过，交所有答辩材料时。格式具体参照下例。学号：（五号宋体）硕士论文中英文摘要格式（页面设置A4纸）论文题目：(二号黑体，居中)硕士生姓名： 指导教师姓名职称： 学科专业： （五号宋体）摘要（500个左右汉字）：（五号宋体。标准行距，每行47个汉字）关键词（汉字3-5个，用“、”号隔开。五号黑体）：攻博期间发表重要学术论文目录（最多6篇五号宋体。标准行距，每行47个汉字）序号 作者姓名 刊物名称 期（卷）：页，年作者简介（中文）： XXX ，男，XXXX年生，XXXX年毕业于XXXX大学XX

2、XXXXXXXX专业获XX学学士学位； XXXX年从师于XXXX教授，于XXXX年XX月毕业于本校XXXXXXXXXXX专业并获XX学硕士学位。（小四号仿宋）英文摘要（中文摘要翻译，要求翻译准确。）：Title of the Dr. Degrees Thesis: （三号黑体）硕士生姓名： 指导教师姓名职称： 学科专业： （五号宋体）Abstract: （五号）Key Words: （五号黑体）Research Achievements:（攻博期间发表重要论文目录的翻译，要求翻译准确，最多6项，五号字。）英文作者简介（中文简介翻译，要求翻译准确）： Introduction of the Au

3、thor: 例：学号：0320101023 抽水蓄能电站电力系统随机生产模拟理论与应用研究硕士研究生姓名：张大伟 指导教师： XXX教授 学科专业：水利水电工程摘要：本文就随机生产模拟理论及其在含抽水蓄能电站电力系统中的应用，抽水蓄能电站效益评价的方法理论等进行了较为系统深入的研究, 。关键词：抽水蓄能电站、分段模型、效益攻博期间发表重要学术论文1、王国庆，XXX，抽水蓄能电站在防洪中的作用 水利学报 28（4）：1035-1041，19992、 作者简介：张大伟，男，1972年生，1992年于东北地质大学水文地质专业毕业并获理学学士学位； 1998年从师于河海大学水利水电工程专业XXX教授，

4、2002年12月毕业并获工学硕士学位。The Study on the Theory of Probabilistic Simulation Modeling and its Application in Electric Power System Containing Pumped-Storage Power Stations.Candidate：Zhang Da-Wei Advisor： Prof.XXX speciality：Water Conservancy and Hydropower EngineeringAbstract:This dissertation makes a sys

5、tematic and detailed study on the theory of probabilistic simulation modeling theory and its application in electric power system containing pumped-storage power stations as well as benefit evaluation method of pumped-storage power station, etc. Key Words: pumped-storage power station probabilistic

6、simulation modeling benefitResearch Achievements 1.Zhang Da-Wei Discussion about peakload dispatching power source. ELECTRIC POWER CONSTRUCTION. VOL.19,1998(4):45-48.2.Introduction of the Author: Zhang Da-Wei，was born on June 17.1971. Under the guidance of prof.xxx xxx and prof.xxx xxx-xxx. He was a

7、warded the Dr.degree of Engineering at Hohai University on Dec.30，1998. Now，He continues her research works in the field of Water Conservancy and Hydropower Engineering.样本：学号：07304020 脱硫废弃料作为半刚性路面基层材料路用性能研究硕士研究生姓名：华某某 指导教师： 王某某 教授 学科专业：岩土工程摘要：火电厂在安装脱硫装置后，大大减少二氧化硫排放量的同时，由此产生了又一新型电厂固态废弃料，即通过各种烟气脱硫装置和方

8、式所带来的烟气脱硫副产品，与粉煤灰形成了火电厂两大固态废弃料。此种电厂脱硫固态废弃料有的单独堆放和处理，有的和粉煤灰混合存放和处理。同粉煤灰一样，此类电厂废弃料也急需对其综合利用的途径和方式进行研究。本文主要研究二灰稳定层（消石灰+脱硫石膏）作为半刚性底基层和二灰碎石层（消石灰+脱硫石膏+碎石）作为半刚性基层在加入水玻璃后的体积安定性、养护方式、强度、水稳定性及其耐久性。通过试验验证此类新型半刚性路面基层的路用性能。本文主要研究内容和过程如下：（1）通过现场勘察破坏路段，结合室内试验以及对破坏路段取样进行的化学分析和矿物分析，研究脱硫废弃料作为半刚性路面基层材料所带来工程病害的原因和机理，以及

9、设计和施工中存在的问题。（2）通过比较水玻璃、稻草碎料和玻璃纤维的改性处理效果，提出在原有材料的基础上外掺入一定剂量的水玻璃作为添加剂进行改性。（3）通过试验得出某一配比下的二灰稳定底基层所需水玻璃的掺量，并研究其体积安定性、养护方式、强度、水稳定性及其耐久性。（4）文献指出含骨料的半刚性路面基层，当骨料含量超过一定比例，在确定其最优含水率和最大干密度时，室内传统的重型击实试验并不能像不含骨料的半刚性路面基层那样得到精确的压实参数，并且劳动强度高和耗费相对较多的原材料，本文基于Matlab的人工神经网络理论，建立并编制了含骨料的石灰工业废渣稳定类半刚性材料压实参数（最大干密度和最优含水率）的预

10、测网络模型，最后比较了网络预测值和文献中所提出的快速计算法的计算值。（5）通过试验得出某一配比下的二灰碎石基层所需水玻璃的掺量，并研究其体积安定性、强度、水稳定性及其耐久性，利用X射线衍射的方法分析了改性后基层的矿物组成，并且比较了新型二灰碎石基层和新型二灰稳定底基层各个指标。关键词：脱硫废弃料、半刚性路面基层、水玻璃、安定性、养护方式、强度、水稳定性、X-射线衍射攻硕期间发表重要学术论文1 Hua, Wang, Chen, Wang, V.M.Quynh, Bin He, Xiangfeng Li. Verification of lime and water glass stabilize

11、d FGD gypsum as road sub-base J. Fuel, DOI: 10.1016/j.fuel.2009.11.029 (SCI)2 华某某, 王某某, 汪某某. 脱硫粉煤灰致半刚性路面基层开裂的原因及对策J. 公路工程, 2009,34(2): 172-175 （科技核心）3 华某某, 王某某, 汪某某. 基于神经网络在路面基层压实参数中的应用J. 岩土工程技术, 2009,23(5): 227-231 （科技核心）4 施某某,华某某, 王某某. 强夯法处理垃圾土地基有效加固深度计算方法比较研究J. 岩土工程师, 2009（录用待刊）作者简介：华某某，男，1984年生，

12、2003年于上海师范大学土木工程专业毕业并获工学学士学位；2007年从师于河海大学岩土工程专业王某某教授，2009年12月毕业并获工学硕士学位。Study on pavement performance of desulfurized waste as semi-rigid pavement baseCandidate：Hua Advisor： Prof.Wangspeciality：Geotechnical EngineeringAbstract: The emission of sulfur dioxide has dramatically declined because of the

13、installation of the desulfurization equipments in power plants. And meanwhile another new solid waste is produced by these desulfurized methods and units besides fly ash. This kind of waste, some are piled separately and others are stacked mixing with fly ash. So, theres an urgent need to study its

14、utilization approaches and methods.The thesis is based on two ash (lime and desulfurized gypsum) stabilized mixture as pavement sub-base and two ash (lime and desulfurized gypsum) stabilized gravel as pavement base. The soundness, curing method, strength and water stability were studied after water

15、glass was mixed. The pavement performance of this new semi-rigid pavement base is verified through experiments.The main contents of the thesis are as follows:(1) Through field investigation of failure parts, the failure causes and mechanism of desulfurized waste as semi-rigid pavement base were anal

16、yzed based both on the laboratory experiments and chemical and mineral analysis of the field broken samples. The problems in the process of the design and construction were also studied.(2) Through the comparison of improvement effect by water glass, straw and fiberglass, the additive, water glass w

17、as confirmed as the specific improved additive.(3) The dosage of water glass towards specific semi-rigid pavement sub-base was determined, and the soundness, curing method, strength and water stability of the new mixture were studied.(4) The indoor heavy compaction test is not only labor-consuming,

18、but also unable to achieve the precise compaction parameters of the semi-rigid mixture when the aggregate is over 50%. Based on the known compaction parameters of the binder without aggregate and combined with artificial neural network theory, the simulating network model of this type of semi-rigid

19、materials compaction parameters was created by BP network in Matlab. The results simulated by the network model were compared with the results calculated by one fast determination method.(5) The dosage of water glass towards specific semi-rigid pavement base was determined, and the soundness, curing

20、 method, strength and water stability of the new mixture were studied. The XRD method was used to analyze the mineral composition of the improved base mixture. Eventually, the characteristics comparison of the novel base and novel sub-base were conducted.Key Words: desulfurized waste semi-rigid pave

21、ment base water glass soundness curing method strength water stability XRD methodResearch Achievements 1 Hua, Wang, Chen, Wang, V.M.Quynh, Bin He, Xiangfeng Li. Verification of lime and water glass stabilized FGD gypsum as road sub-base J. Fuel, DOI: 10.1016/j.fuel.2009.11.029 (SCI)2 Hua,Wang, Wang.

22、 Causes and Countermeasures on the Cracking of Semi-rigid Pavement Base Induced by Desulfurized Fly Ash J Highway Engineering, 2009,34(2): 172-1753 Hua, Wang, Wang. Application of Neural Network to Compaction Parameters in Pavement Base J. Geotechnical Engineering Technique, 2009,23(5): 227-2314 Shi

23、, Hua, Wang. Study on calculation method selection of the effective reinforcement depth of waste soil ground based on dynamic consolidation J. Geotechnical Engineer, 2009, AcceptedIntroduction of the Author: Hua, was born on Octorber 9.1984. Under the guidance of prof. Wang. He was awarded the Master degree of Engineering at Hohai University on Dec.30，2009. Now，He continues his research works in the field of Geotechnical Engineering.