| Jinfang Hou Professorial Senior Engineer Tianjin Water Transport Engineering Association, China(侯晋芳教授级高工 天津市水运工程学会) Jinfang Hou is a director of the China Technical Association on Geosynthetics and a director of the Port Engineering Branch of the China Civil Engineering Society. She has won the honorary titles of National May Day Women's Model, Tianjin Model Worker, Tianjin Woman Pace-Setter, Chinese Dredging Young Talent, and Chinese Dredging Industry Technical Expert. She has undertaken more than 30 scientific research projects such as the national science and technology support plan, as well as provincial, ministerial, and bureau projects, and won more than 10 scientific and technological awards from provincial and ministerial departments, China Communications Construction, and China Communications First Aviation Bureau. She has participated in the compilation of many specifications such as "Code for Foundation of Port Engineering" and "Technical Specification for Application of Geosynthetics in Waterway Engineering", many of which have been incorporated into industry specifications. Meanwhile, she has published over 20 papers in prestigious journals, and her many patents for inventions and utility models have been authorized. Her main research interest includes: 1. Soft soil foundation reinforcement (improved soil, composite foundation theory, numerical analysis, and test detection) 2. Wave-structure-soil interaction (port wharf slope stability, offshore oil platform foundation, offshore wind power foundation stability analysis). 中国土工合成材料工程协会理事、中国土木工程学会港口工程分会理事。曾先后荣获全国五一巾帼标兵、天津市劳动模范、天津市三八红旗手、中国疏浚青年才俊、中国疏浚行业技术专家等荣誉称号。先后承担国家科技支撑计划、省部级和局级等科研课题30余项,获得省部级、中交集团、中交一航局科技奖励10余项,参加了《港口工程地基规范》《水运工程土工合成材料应用技术规范》等多部规范的编写,多项成果被纳入行业规范中。同时,在重要期刊上发表论文20余篇,多项发明及实用新型专利获得授权。主要研究方向:1、软土地基加固(改良土、复合地基理论、数值分析及试验检测) 2、波浪-结构物与土相互作用(港口码头边坡稳定、海油平台基础、海上风电基础稳定分析)。 Title: Key Technologies for Construction of Final Joints of Submarine Immersed Tube Tunnels(海底沉管隧道最终接头建造关键技术) The ultimate joint, a pivotal segment in subsea immersed tube tunnel projects, profoundly influences their success or failure. Presently, four globally recognized ultimate joint schemes are in use: the traditional water-stop plate method, onshore dry construction method, V-block method, and end block method. The Dalian Bay Subsea Tunnel stands as China's inaugural large-scale subsea immersed tube tunnel project within a cold climate zone in the northern region. This project confronts challenges like constrained construction areas, significant construction disturbances, expansive cross-sections, and tight curvature radii (R1050 meters). The existing ultimate joint schemes substantiate unsuitable due to the complexities in construction control and waterproofing within these project limitations. Thus, the pressing need arises to innovate a novel ultimate joint structure that maximizes the benefits of current dry construction methods to ensure the paramount objectives of reliability and safety—a watertight ultimate joint. This report aims to introduce a fresh type of ultimate joint scheme tailored for subsea immersed tube tunnel projects, amalgamating the entire construction process specifically for the Dalian Bay Subsea Tunnel's ultimate joint. It will encompass a comprehensive analysis, including scheme comparisons, model testing, identification of key parameters, construction control strategies, and implementation effectiveness. The goal is to offer valuable insights applicable to similar immersed tube tunnel projects in the future. 最终接头作为海底沉管隧道工程的贯通管节,其方案选择、施工直接决定着整个沉管隧道工程的成功与否。目前,国内外已成功应用的最终接头方案有传统止水板法、岸上干地施工法、V型块体法和端部块体法四种,大连湾海底隧道是我国北方首条寒冷地区大型跨海沉管隧道工程,具有工程施工区域狭窄,施工干扰大,断面大,曲线半径小(R1050米),施工控制、止水难度高等难点,既有最终接头方案均有其不适应性,因此需要研究出一种可以充分利用现有干作业优势的新型最终结构方案,以实现高可靠性、高安全性的最终接头“滴水不漏”的最终目标,本报告中,将结合大连湾海底隧道工程最终接头施工全过程,从方案比选、模型试验、关键参数确定、施工控制、实施效果等方面介绍一种新型的海底沉管隧道工程最终接头方案,为以后类似沉管隧道工程提供参考。 |
![]() | YUEN Ka Veng Professor University of Macau, China(阮家荣教授 澳门大学) Prof. Yuen was a representative of Macao for the 32nd and 33rd International Mathematics Olympics and he received the honorary student title from the Pui Ching Middle School in 1993. He received his BSc in Civil Engineering from the National Taiwan University in 1997 with no.1 ranking among 152 students and his MPhil in Civil Engineering from the Hong Kong University of Science and Technology with CGA 12/12 (i.e. straight A+). With the Harold-Hellwig fellowship, he entered at the California Institute of Technology and finished his doctorate study in 2 years and 7 months with GPA 4.1 (A+). His academic great grandfather was Prof. GW Housner, who was recognized as the “Father of Earthquake Engineering.” He was also the first recipient of the Housner’s fellowship. Prof. Yuen is a Distinguished Professor of Civil and Environmental Engineering (CEE). He is also visiting Chair Professor of the South China University of Technology. He is a member of the 8th Science and Technology Commission of the Ministry of Education. He also serves as a Council Member of the University of Macau and the Escola Superior das Forças de Segurança de Macau (ESFSM) and Member of Board of Trustee of the Science and Technology Development Fund (FDCT) of the Macau SAR Government. He was the Head of Department of Civil and Environmental Engineering, Associate Dean (Academic Affairs), Associate Dean (Research and Graduate Studies) and Interim Dean of FST; and the Registrar and the Dean of Graduate School of the University of Macau. He also serves/served as the Chair of Information and Education Technology Committee and Scholarship Committee of the Senate and the Panel of Intellectual Property Rights. He was Member of the Administrative Committee of UMTEC Limited and Academic Advisor of Research & Development Administrative Office. His major achievements in administration include: being the spokesman of Joint Admission Examination and managing its establishment; in charge of HKIE accreditation for four FST undergraduate programmes in the capacity as Associate Dean during 2010-2012; establishing 3+2 programmes; drafting the first intellectual properties guidelines and regulations; and analyzing university ranking, etc. Prof. Yuen’s research interest includes Bayesian inference, model selection, model updating, structural health monitoring, structural reliability, and structural vibration control. His H-index is 39 (according to the Core database of Web of Science), which is considered extremely high at the age of 47 in Civil Engineering. His paper “Model selection using response measurements: Bayesian probabilistic approach” (coauthored with J.L. Beck) is one of the top 10 most cited papers among all papers published in the Journal of Engineering Mechanics (established since 1983) of the American Society of Civil Engineers. Furthermore, his single-author book “Bayesian methods for structural dynamics and civil engineering” (published by John Wiley & Sons in 2010) has attracted great attention of Bayesian methods for structural dynamics. It has become a classical reading in this research field. In 2010 and 2018, he became the youngest UM full professor and distinguished professor, respectively. In 2012, he was elected in the National Science and Technology Award Panel Expert Bank and the National Science and Technology Programs Expert Bank of the Ministry of Science and Technology, People's Republic of China. His major awards include: Young Investigator Award, International Chinese Association on Computational Mechanics; QIAN Weichang programme scholar, K.C. Wong Education Foundation; and Phi-Tau-Phi Honorary member. 阮教授曾代表澳门参加第32及33届国际数学奥林匹克,并于1993年获澳门培正中学颁授的荣誉学生称号。于 1997 年获得国立台湾大学土木工程学士学位,在 152 名学生中排名第一。以 CGA 12/12(即全 A+)的成绩获得香港科技大学土木工程硕士学位。凭借哈罗德-赫尔维格奖学金,进入加州理工学院学习,在两年零七个月的时间里,以 GPA4.1(A+)的成绩完成了博士学业。他学术上的老师的师公是被誉为“地震工程学之父”的GW Housner教授,是第一位豪斯纳奖学金的获得者。 阮教授为土木与环境工程(CEE)特聘教授,华南理工大学客座讲座教授,教育部第八届科学技术委员会委员,澳门大学和澳门高等保安学校校董会成员,澳门特别行政区政府科技发展基金董事会成员。曾任澳门科技学院土木及环境工程系主任、副院长(教务)、副院长(研究及研究生)及临时院长,澳门大学教务长及研究生院院长,澳门科技大学行政委员会委员,及研发行政办公室学术顾问。担任教务委员会资讯及教育科技委员会主席、奖学金委员会主席及知识产权小组主席。在行政方面的主要成就包括:担任联合招生考试的发言人并促成其成立;在2010-2012年期间,以副院长身份负责香港教育学院四个科技学院本科课程的评审工作;设立3+2课程;草拟首份知识产权指引及规例;分析大学排名等。 研究领域包括贝叶斯推理、模型选择、模型更新、结构健康监测、结构可靠性和结构振动控制。根据 Web of Science 的核心数据库,H 指数为 39。论文 "利用响应测量进行模型选择:贝叶斯概率方法"(与 J.L. Beck合著)是《土木工程》(1983 年创刊)杂志发表的所有论文中被引用次数最多的前 10 篇论文之一。此外,独著的《结构动力学和土木工程的贝叶斯方法》(2010 年由 John Wiley & Sons 出版)引起了人们对贝叶斯方法的极大关注,已成为该研究领域的经典读物。2010 年和 2018 年,分别成为最年轻的UM正教授和杰出教授。2012 年入选国家科学技术奖励评审专家库和国家科技计划专家库。获得的主要奖项包括国际华人计算力学协会青年研究员奖、王淦昌教育基金会“钱伟长计划”学者、以及 Phi-Tau-Phi 荣誉会员。 Title: Broad Bayesian Learning for Disaster Mitigation Management (用于减灾管理的贝叶斯宽度学习) Abstract: Deep learning has already become a common tool for various science and engineering disciplines. However, the return periods for severe disasters are long so it is difficult to obtain big data required in the training of a deep network. Broad learning provides another alternative for this purpose. It is suitable for data of small, medium and big size. Furthermore, it has superb efficiency in network updating. Specifically, when new data points are available, the broad networks can be updated very efficiently. This is appealing for pre-disaster and in-disaster measures in emergency management. In this presentation, I will introduce some applications of broad Bayesian learning in seismic attenuation relationship analysis, missing data reconstruction and tropical cyclone genesis detection. 摘要:深度学习已经成为各种科学和工程学科的常用工具。然而,严重灾害的重现期很长,因此很难获得训练深度网络所需的大数据。广义学习为此提供了另一种选择。它适用于小型、中型和大型数据。此外,它还具有极高的网络更新效率。具体来说,当有新的数据点时,广义网络可以高效地更新。这对于应急管理中的灾前和灾中措施非常有吸引力。在本讲座中,我将介绍广义贝叶斯学习在地震衰减关系分析、缺失数据重建和热带气旋成因检测中的一些应用。 |
![]() | Bin Hu Associate Professor Beijing University of Technology, China(胡斌副教授 北京工业大学) Hu Bin, born in June 1972, graduated from the School of Architecture at Harbin Institute of Technology in 2002, majoring in Architecture. He holds a PhD, associate professor, and master's supervisor. He is also the director of the Underground Space Planning and Design Research Institute at Beijing Institute of Technology, a national first-class registered architect, and the deputy chief architect of the school's design institute. Young and middle-aged backbone teachers in Beijing, outstanding talents in the Organization Department. Main research areas: public building design and theory, urban design, underground space planning and design, rail transit and urban integration development, etc. Engaged in architectural design and urban design theory and practice for over 20 years. Responsible for and participated in more than 10 national, provincial, and ministerial level scientific research projects, including the National Natural Science Foundation of China, the Beijing Municipal Natural Science Foundation of China, the Beijing Municipal Education Commission Fund, and the Beijing Municipal Planning and Self Commission Special Topics. Published over 50 papers as the first author, including more than 20 papers in the core journals of Peking University. Member of the Underground Space Academic Committee of the Chinese Society of Architecture, Member of the Accessibility Special Committee of the Chinese Society of Architecture, Member of the Building Fire Prevention and Zoning Committee of the Chinese Society of Architecture, and Member of the Underground Space Branch of the Chinese Society of Rock Mechanics and Engineering. Expert in thesis review at the Degree and Graduate Education Development Center of the Ministry of Education, expert in the National Undergraduate Thesis (Design) Sampling Review Expert Database, and expert in review at the Beijing Natural Science Foundation. Member of the Senior Professional and Technical Qualification Evaluation Committee of the Beijing Municipal Bureau of Human Resources and Social Security, member of the China Architecture Society, and member of the Beijing Urban Planning Society. Expert reviewers for journals such as "New Architecture", "Journal of Underground Space Engineering", and "Journal of Beijing Jianzhu University". 胡斌,1972 年 6 月出生,2002 年毕业于哈尔滨工业大学建筑学院建筑学专业,博士,副教授,硕士生导师,北京工业大学地下空间规划设计研究所所长,国家一级注册建筑师,校设计院副总建筑师。北京市中青年骨干教师,组织部优秀人才。 主要研究领域:公共建筑设计及理论、城市设计、地下空间规划设计、轨道交通与城市一体化发展等。从事建筑设计与城市设计理论与实践20余年。负责和参与国家自然科学基金、北京市自然科学基金北京市教委基金、北京市规自委专题等10多项国家级、省部级科研课题。以第一作者发表论文50余篇,其中北大核心期刊论文20多篇。 中国建筑学会地下空间学术委员会理事、中国建筑学会无障碍专委会委员、中国建筑学会建筑防火与区划委员会委员、中国岩石力学与工程学会地下空间分会理事。 教育部学位与研究生教育发展中心学位论文评审专家,全国本科毕业论文(设计)抽检评审专家库专家,北京市自然科学基金评审专家。北京市人力社保局高级专业技术资格评审委员会委员、中国建筑学会会员、北京城市规划学会会员。《新建筑》、《地下空间工程学报》、《北京建筑大学学报》等期刊审稿专家。 Title: Evaluation Method for Metro Station-area Integration in Capital Functional Core Areas(首都功能核心区地铁站域一体化评价方法研究) Abstract: 1. This report explores the evaluation needs and guiding goals of subway station-area integration in the core areas. Through the investigation of worldwide theory and practice and basic research of subway station-area integration in the core areas, this report proposes the specific needs of station-area integration evaluation and four orientations for station-area integration evaluation, namely, functional integration, spatial integration, traffic integration, and humanistic integration. 2. The evaluation system for subway station-area integration in the core areas is constructed. Based on the guiding goal of station-area integration evaluation and combined with the actual situation of the core areas, four levels of evaluation indexes, namely, the target layer, criterion layer, first-level index layer, and second-level index layer, are selected, and the weight value of each evaluation index, the calculation method of evaluation results, and the priority of integration renewal are determined. 3. The integration evaluation of Beijing Station, Beihai North Station, Caishikou Station, and Chaoyangmen Station is carried out. Through the evaluation, it is concluded that the integration degree of Beihai North Station and Caishikou Station is at a poor level, that of Beijing Station is at a general level, and that of Chaoyangmen Station is at a good level. Meanwhile, some targeted integration renewal suggestions are put forward for the four stations. 摘要:1、探究了核心区地铁站域一体化评价需求及导向目标。通过对国内外理论及实践的研究及对核心区地铁站域及一体化的基础研究,提出了站域一体化评价的具体需求,提出了站域一体化评价的四个导向,即功能一体化、空间一体化、交通一体化及人文一体化。 2、建构了核心区地铁站域一体化评价体系。以站域一体化评价导向目标为基础结合核心区实际情况,选取出目标层、准则层、一级指标层、二级指标层四个层次的评价指标,确定各评价指标的权重值,评价结果的计算方式和一体化更新优先度。 3、对北京站、北海北、菜市口及朝阳门四个站域进行一体化评价,通过评价得出北海北、菜市口站域一体化程度处于较差水平,北京站站域一体化程度处于一般水平,朝阳门站域一体化程度处于较好水平的结论,同时对四个站域提出了针对性的一体化更新建议。 |
![]() | Chao Liang Lecturer Tianjin University, China(梁超讲师 天津大学) Chao Liang, born in December 1989, graduated from the School of Civil Engineering, Tianjin University, specializing in Geotechnical Engineering. With a Ph.D. under his belt, he currently holds the position of lecturer and is esteemed as a National Excellent Postdoctoral Fellow in Innovation and Entrepreneurship. His professional endeavors predominantly center on marine geotechnical engineering. Liang's contributions to this field are substantial, evident through his authorship of 28 academic papers and the acquisition of over ten patents. As a principal investigator, he has spearheaded eight research projects, encompassing sub-projects under the National Key Research and Development Program, open projects within national key laboratories, industry-focused endeavors, and technological development initiatives. Furthermore, as a key researcher, he has actively participated in various national-level research programs such as the National Program on Key Basic Research Project (973 Program), the National Science Fund for Distinguished Young Scholars, the National Key Research and Development Program, and the National Science and Technology Major Project. He has significantly contributed to the formulation of several standards and guidelines pertinent to his field, notably including the Guidelines for Offshore Fixed Wind Turbine Support Structures and Prefabricated Foundations for Villages and Towns. His notable accolades include winning the Bronze Award at the 2nd National Postdoctoral Innovation and Entrepreneurship Competition and receiving recognition from the China Ports and Harbors Association for Scientific and Technological Progress. 梁超,1989年12月出生,毕业于天津大学建工学院岩土工程专业,博士,讲师,全国创新创业优秀博士后。主要从事海洋岩土工程领域方面的研究工作,发表28篇学术论文,授权发明专利10余项,作为项目负责人主持包括国家重点研发子课题、国家重点实验室开放课题、行业重点实验室开放课题和技术开发类在内的科研项目8项,作为科研骨干参与了国家重点基础研发973计划、国家杰出青年基金,国家重点研发计划、国家科技重大专项等多项国家级科研项目。参编《海上固定式风机支撑结构指南》《村镇装配式基础》等多部规范的编写,多项成果被纳入标准指南中。获得主要奖项包括:第二届全国博士后创新创业大赛铜奖,中国港口协会科技进步奖。 Title: Research on Bearing Characteristics of Riser Composite Piles for Offshore Platforms(海洋平台隔水导管复合桩承载特性研究) Abstract: The Bohai oilfield functions as a vital hub for marine oil production in China. Despite its significance, numerous small marginal oil fields in the area remain underdeveloped due to the associated costs. This scenario underscores the importance of reducing expenses and enhancing efficiency to maximize the profitability of these smaller oil fields. In offshore oil extraction, the wellhead structure plays a pivotal role, typically comprising steel risers and surface casings integrated with well cementing. These structures share similarities in diameter and embedding depths with steel pipe piles commonly used in conventional jacket platforms. Consequently, if the wellhead structure can support upper loads, there's potential for replacing or partially substituting the traditional steel pipe pile foundations of jacket platforms. Such a substitution could yield significant cost reductions in the construction of offshore platforms. Theoretical and numerical methods have been established for computing interlayer shear and structural stress in riser composite piles consisting of risers, surface casings, and cementitious grouting. These methods shed light on the stress distribution across various structural layers of the pile body under external loads. Leveraging the varying cross-section features of composite piles, research has uncovered the bearing modes and axial force transmission characteristics of riser composite piles in both sand and clay soils. Furthermore, calculation methods for side friction and end resistance considering the effects of variable cross-sections have been formulated. Studies have been conducted to investigate load transmission patterns within the pile body and establish pile-soil interaction curves that consider the variable cross-section characteristics of riser composite piles. The research included the first domestic on-site load-bearing tests at scales of 1:3 and 1:1 for reduced and prototype sizes of riser composite piles, validating the reliability of load-bearing capacity calculation methods that account for variable cross-section effects. 摘要:渤海油田是我国海洋石油的主产区。但受到油田开发成本的限制,渤海中很多小型的边际油田没有得到有效开发,因此降本增效是提高小型油田收益率的主要途径之一。在海洋石油开采过程中,井口结构必不可少,通常由钢质隔水导管和表层套管与固井水泥组合而成,其直径和入泥深度均与钢管桩相近,因此如能利用井口结构承担上部荷载,替代或部分替代传统导管架平台的钢管桩基础,则可降低海洋平台的建造成本。 针对由隔水导管、表层套管与固结水泥组成的隔水导管复合桩,建立了计算层间剪力与结构应力的理论和数值方法,揭示了外部荷载作用下桩身各结构层的应力分布规律;基于复合桩变截面特点,研究揭示了砂土和粘土中隔水导管复合桩的承载模式与轴力传递规律,建立了考虑变截面效应的桩侧摩阻力与端阻力计算方法;开展了桩身荷载传递规律研究,建立了考虑隔水导管复合桩变截面特点的桩-土相互作用曲线。开展了国内首例现场1:3缩尺和1:1原型比尺的隔水管复合桩承载力试验,验证了考虑变截面效应的承载力计算方法可靠性。 |