风电场工程综合管理体系标准化研究

改革开放以来,我国经济不断发展,国家政策也在不断的进步。随着国家牢固树立并切实贯彻创新、协调、绿色、开放、共享的发展理念。我国市政工程的"绿色"比重不断增加。近几年来的风电场建设规模不断扩大发展。风电场的工程管理也在不断的进步。狭隘的市政工程属于土木工程的一部分,其泛指是城市道路、桥梁、防洪、园林绿化等基础设施的建设施工。随着城市能源结构的调整,可再生能源的工程建设,尤其是风电场的工程建设已经成为城市市政工程建设不可或缺的一部分,正在成为保障城市的正常化发展和经济进步的基础条件。风电场工程项目的基础性很强,而且社会效益明显,资金的来源是以国有企业的投资为主。其工程影响范围较大。

关于印发《风电场工程建设用地和环境保护管理暂行办法》的通知

各省、自治区、直辖市、计划单列市、新疆生产建设兵团发展改革委、国土资源厅(局)、环保局 (厅): 为了贯彻实施《中华人民共和国可再生能源法》,积极支持和促进我国风电发展,规范和加快风电场开发建设,促进社会经济可持续发展。

风电场工程建设用地和环境保护管理暂行办法

第一条 为贯彻实施《中华人民共和国可再生能源法》，支持风电发展，规范和加快风电场开发建设，促进经济社会可持续发展，依据国家有关法律法规，结合风电场建设的特点，制定本办法。

Macro and meso analysis of jointed rock mass triaxial compression test by using equivalent rock mass(ERM) technique

Methods that can efficiently model the effects of rock joints on rock mass behavior can be beneficial in rock engineering. The suitability of equivalent rock mass(ERM) technique based upon particle methods is investigated. The ERM methodology is first validated by comparing calculated and experimental data of lab triaxial compression test on a set of cylindrical rock mass samples, each containing a single joint oriented in various dip angles. The simulated results are then used to study the stress-strain nonlinearity and failure mechanism as a function of the joint dip angle and confining stress. The anisotropy and size effects are also investigated by using multi-scale cubic ERM models subjected to triaxial compression test. The deformation and failure behavior are found to be influenced by joint degradation, the micro-crack formation in the intact rock, the interaction between two joints, and the interactions of micro-cracks and joints.

Geotechnical risk management to prevent coal outburst in room-and-pillar mining

A coal outburst is a severe safety hazard in room-and-pillar mining under deep cover. It is more likely to occur during pillar retreating. Multi-seam mining dramatically increases the risk of coal outburst within the influence zones created by remnant pillars and gob-solid boundaries. Though coal outburst is generally associated with heavy loading of coal pillars,its occurrence is difficult to predict. Risk management provides a proactive tool to minimize coal outburst in room-and-pillar mining under deep cover. Risk assessment is the first step in identifying and quantifying outburst risk factors. The primary risk factors for coal outburst are overburden depth,roof and floor strength,geological anomalies,mining type,multi-seam mining,and panel width. A risk assessment chart can be used to proactively screen out mining sections with high risk of coal outburst for further analysis. Gob-solid boundaries and remnant pillars are critical factors in evaluation of the coal outburst risk of multi-seam mining. Risk identification,risk assessment,geologic influence mapping,geotechnical evaluation,risk analysis,risk mitigation,and monitoring are essential elements of coal outburst risk management process. Training is an integral part of risk management for risk identification and communication between all the stakeholders including management,technical and safety personnel,and miners.

A User-Oriented Implementation of Risk Breakdown Structure in Construction Risk Management

The construction industry works under conditions of uncertainties and risks leading to poor performance, increased cost and time and decreased quality. In these conditions, the dynamic identification and assessment of project risks among a vary range of potential factors is considered of vital importance. The introduction of RBS （risk breakdown structure） as a hierarchically organized depiction of identified risks was considered a suitable tool in risk management, especially in construction, due to its many advantages in synthetic representation and dynamic nature. This paper presents a user-oriented implementation of RBS to assist the project managers in identifying and assessing potential risk factors affecting construction process. The evidential analogies between WBS （work breakdown structure） and RBS are captured and used in the proposed framework which interconnects them into a 2D （two dimensional） matrix used to associate risks to the specific project activities. The proposed framework is applied to a government funded design-bid-build project. The obtained results clearly demonstrate the advantages in identifying the most risky activities, as well as the most important risk factors affecting the whole project.

The risk aversion measures in Architectural Engineering Project Management

With the continuous development of the construction industry, the scale and volume of the construction project is expanding. And the project management of the construction project still has the big risk problem which influenced by many factors. These risks will not only bring unnecessary interference to the construction of the project, but also may jeopardize the safety of people＇s life and property. It is the focus of this article to do a good job in risk aversion in the management of construction projects.

哈利法塔结构性能和响应的验证:足尺结构健康监测方案

新一代的复杂高层建筑反映了社会在材料、设计、可持续性、施工和IT技术等领域的最新发展。虽然这些复杂的设计可以通过日益进步的结构分析工具和软件来完成,但是最终还要满足规范的最低要求,而规范对于足尺结构相关规定的正确性还有待验证。笔者从方案阶段直到结构封顶全程参与了哈利法塔的设计和施工,这促使笔者对哈利法塔进行了深入的监测研究,并开发了实时结构健康监测系统来验证在设计和施工期间做出的计算假设。由162层上部结构和3层地下室组成的哈利法塔高度达828m,为目前世界上最高的人造建筑。对上部结构体系和基础体系进行了简要介绍,并研究了实时结构健康监测方案的进展情况以及结构参数的预测值和实测值对比,为保密起见,一些实测数据在文中并未详述。结构健康监测方案包括:1)监控塔的基础体系;2)监测地基沉降;3)测量施工过程中和施工完成后巨柱和剪力墙的应变和压缩变形;4)实时测量塔的侧向位移和在施工期间的动力响应特性;5)测量施工期间建筑物在风荷载、地震激励等作用下的侧向位移;6)测量建筑物位移、加速度、动力特性和使用期间的结构性能;7)监测顶部小塔楼的动力特性和疲劳特性。在哈利法塔建设过程中采用的结构健康监测方案是未来的发展模式,随着结构健康监测领域的不断发展,将会出现融合最新设备及IT先进技术的结构健康监测系统。