水泥熟料生产企业CO2直接排放核算模型的建立

为快速掌握区域内全部水泥企业的碳排放情况,在部分企业实际生产数据未知时,也能建立其生产碳排放清单,文中基于熟料生产特征,构建了可根据设备设计产能和运行时长两种参数来核算企业CO2排放的数值模型.以京津冀地区59条典型水泥熟料生产线的生产数据作为统计样本,借助Eviews对生产线的实际产能、熟料烧成煤耗与设计产能间的关系...     

江苏高速公路水泥搅拌桩检测有关问题探讨

通过对江苏高速公路水泥搅拌桩检测方法依据、检测内容及评分标准的介绍，着重对水泥搅拌桩检测中发现的问题如标贯击数偏低、断桩和桩长不够等进行了分析，并对如何提高水泥搅拌桩的施工质量提出了建议。     

Status and Advances of Abandoned Process of Wells for CO2 Geological Storage

With the rapid development of CO₂ geological storage and utilization (CCS/CCUS), the abandoned well in the sites of CCS/CCUS projects is becoming an important subject to be solved to check whether it can effectively block the residual CO₂ or not. Up to now, the abandoned process of wells in the field of oil and gas in China and abroad have gained mature operation technology and rich experience. However, in the field of CCS/CCUS, there is only a small number of global public instances about the abandoned process of operational wells of CO₂ including CO₂ injection wells and CO₂ monitoring wells, and the domestic instance is still blank. In this paper, we firstly summarized the required demands, materials, cases of operational experiences, and monitoring requirements of the abandoned process of operational wells of CO₂ in the developed countries, e.g. the Netherlands, the United States and Canada. Then, we figured out the status of the abandoned process of domestic wells in oil and gas industry. Finally, we concluded the differences of the abandoned process between operational wells of CO₂ and traditional wells of oil and gas, and proposed some recommendations for the abandoned process of operational wells of CO₂ in the current and future CCS/CCUS projects in China. This study has important implications for the upcoming abandoned process of all the operational wells at Shenhua CCS demonstration site in 2016.     

广东省水泥工业发展问题探讨

水泥工业在广东国民经济结构中占重要地位,文中对广东水泥工业发展的历史,现状及空间布局变化进行分析,在此基础上,运用可持续发展理论对广东省水泥工业的进一步发展进行探讨并提出若干建议。     

外掺剂加固吹填泥浆的机理分析

以吹填土的粒度成分、化学成分、物理化学性质测试为基础,从物理化学角度出发,对混合体系中的物理化学反应进行分类阐述,结合加固后土体结构强度的测算和微观结构特征分析,对外掺剂加固吹填泥浆的机理加以探讨。     

江苏丹徒前黄水泥配料粘土矿床矿石工业利用试验研究

系统了介绍了生产水泥的石灰石，下蜀粘土，硫酸渣三组分配料的工艺性能试验成果，提供了一套有关采用现代水泥工艺生产出符合ＡＳＴＭ的Ｉ型水泥的试验数据，同时，其试验成果可代同类矿床勘探借鉴。     

Factors affecting shear modulus degradation of cement treated clay

Cement stabilization is often used to improve the bearing capacity and compressibility of soft clays. The present paper aims to investigate the shear modulus degradation of cement treated clay during cyclic loading. A series of cyclic triaxial test was conducted on artificially cement treated marine clay to study the factors affecting the shear modulus degradation. The parameters considered for the study are cement content (2.5–7.5%), curing days (7–28), cyclic shear strain amplitude (0.3–1%), number of loading cycles (1–100) and loading frequency (0.1–0.5 Hz). As in the case of natural clays, cement treated clays exhibit stiffness degradation which depends on mix ratio, curing days and loading conditions. The results show that the shear modulus degradation decreases with increase in the shear strain amplitude, cement content and curing days. It is also noted that irrespective of the mix ratio and curing conditions, the degradation decreases with increase in loading frequency. An empirical relationship is proposed to predict the shear modulus degradation based on Idriss׳s degradation model. The performance of the proposed empirical model is validated with the present experimental results.     

中国水泥行业节能减排措施的协同控制效应评估研究

水泥行业是温室气体与局地污染物协同控制的重点行业。以往该行业的协同控制评估或针对个别企业,或采用自上而下和自下而上模拟模型结合情景分析评估行业协同减排效益,尚缺乏系统评估水泥行业全系列节能减排措施（或技术）协同控制效果的研究。文中首先测算水泥行业24项节能减排措施综合大气污染物协同减排量,再通过协同控制效应坐标系、交叉弹性、单位污染物减排成本等评估指标和方法,对这些措施开展协同控制效果评估。结果表明大多数节能减排措施可协同减排局地大气污染物;协同减排潜力最大的是结构调整措施;能效提升与节能措施的协同减排成本较低,但减排潜力有限。本文强化了水泥行业节能减排措施的协同控制效能特性分析,可为水泥行业开展协同控制路径规划提供参考。     

充分利用地质档案优选水泥原料矿山

优选云南水泥原料矿山,对水泥工业持续发展有重要意义。根据多年从事地质档案管理经历,充分利用、发掘地质档案资源信息,整理、研究、统计了云南水泥原料矿产资源的分布状况,优选部分水泥原料矿山,为本省水泥原料矿产资源规划、水泥工业持续发展和投资决策服务。     

Primary yielding locus of cement-stabilized marine clay and its applications

ABSTRACT

Strength and stiffness properties of materials are widely studied and used in civil engineering practice. However, most studies are based on unconfined conditions, which are different from real status of soil. This study investigated the primary yielding and yield locus for cement-stabilized marine clay. In this study, two types of cement-stabilized soils were studied through isotropic compression, triaxial drained shearing, unconfined compression, and bender element testing. Specimens with 20–50% of cement content and 7–90 days of curing period were used for the tests. Stress–strain behavior and primary yielding were evaluated, followed by construction of the primary yield locus. The characteristics of the primary yield locus and its development with curing time then were studied. The results showed that the properties of the primary yield locus were dependent on the type of stabilized soil, but were independent of the cement content and curing period. Thus, the approach provides a way to estimate the primary yield stress and drained stress path before primary yielding for cement-stabilized soil under confined condition. An empirical function was used to fit the primary yield locus. The primary isotropic yield stress was correlated to unconfined compressive strength or maximum shear modulus. Three indirect methods were proposed to predict the primary yield stress for cement-stabilized marine clay. The results showed that the primary yield stress can be estimated with reasonable accuracy.