基于压力信号测量混凝土泵排量的方法研究

首先根据液压活塞式混凝土泵的工作原理,阐述了混凝土泵排量的基本数学模型,指出模型中的实时泵送效率是解决问题的关键.分析、研究了主油缸油压的一个循环压力信号波形的变化,给出了获取实时泵送效率的方法,提出一种基于压力信号的混凝土泵排量测量方法.     

水利工程冬季混凝土施工探讨

水利工程冬季混凝土施工主要受冻融循环的影响,导致混凝土构件性能下降,影响水利工程质量.本文针对冻融循环的特点,分析冬季条件下混凝土作业施工的要点,对混凝土施工提出若干要求.针对冬季低温环境特点,分析混凝土养护方法.最后对水利工程混凝土施工质量控制进行分析,并提出施工质量管理体系建立和质量管理的过程控制.     

浅析混凝土护坡设计与施工

通过总结多年的施工经验,介绍了混凝土护坡的优缺点和注意事项,对混凝土护坡的设计和施工提出了建议.     

巴山水电站面板堆石坝变形监测控制网的建立

介绍重庆巴山混凝土面板堆石坝外部变形监测控制网的建立与施测,并对监测控制网计算进行了分析,总结了该控制网建立过程中的经验,为类似条件下水电工程平面变形监测控制网和水准网的建立提供参考。     

The rim zone of cement-based materials – Barrier or fast lane for chemical degradation?

Sophisticated evaluation models for the long-term stability of cement-based systems demand a precise knowledge of the mechanisms of deterioration reactions, particularly respecting a permanent exposure to aqueous environments. Commonly, insights into these mechanisms are deduced from long-term investigations. However, these chemical reactions start immediately after exposure to aggressive environments causing rapid changes of composition and structure. Consequently, properties of its rim zone change, which affects transport processes in aqueous solutions. In laboratory experiments, the influence of these surface processes on the stability of cement-based materials exposed to different chloride solutions was studied as a function of time and temperature. Analysis of compositional and structural changes beneath the surface reveal the role of crystalline covering layers for chemical resistance. Such layers are often described as protective barriers. However, these processes in the rim zone can accelerate chemical degradation and subsequently reduce the resilience of the cement-based materials to aggressive aqueous environments.     

Contextual heat island assessment for pavement preservation

Pavement preservation (PP) is a planned set of construction and material interventions that can extend the pavement’s service life and may also impact sustainability through Heat Island (HI) mitigation. The HI mitigation potential can vary from location-to-location and with time. For agencies to widely adopt the PP, it is necessary to quantify the benefits based on the context of the project. A method to calculate the Global Warming Potential (GWP) for the HI effect was developed and illustrated for four cities in the US: Chicago, Austin, San Diego and Philadelphia, for hypothetical pavements with three preservation options: chip seals, a concrete inlay, and an asphalt concrete inlay. The use phase GWP with respect to HI was estimated for all cases given a 2-, 5-, 7- or 10-year service life. Overall, the HI in the use phase was found to dominate the total GWP relative to the materials and construction phases. The HI GWP savings increase over time, with the 10-year savings being greatest for San Diego using the concrete inlay (22.5?kg CO₂-eq/m²) and smallest for Chicago with a chip seal (8.0?kg CO₂-eq/m²). The savings were found to increase in areas that have a more pronounced HI and could offset GWP in the other phases. The proposed method allows agencies to estimate HI GWP for a specific preservation strategy, location and service life.     

Identification of probabilistic distribution parameters for the mesoscopic stochastic fracture model

As a kind of multiphase composite material, the basic mechanical behaviors of concrete are randomness and nonlinearity. The mesoscopic stochastic fracture model (MSFM) which can reflect the coupling effect of randomness and nonlinearity, has been widely used for the nonlinear analysis of concrete structures. In this paper, we proposed a new stochastic modeling principle to identify the probabilistic distribution parameters of MSFM. In order to reduce the modeling works, a dimension-reduced algorithm is proposed as well. In this paper, an overview of MSFM is firstly presented to introduce the background of the research. Then the stochastic harmonic function (SHF) representation is introduced to express the random field mentioned in the MSFM, and the probability density evolution method (PDEM) is applied to obtain the theoretical probability density function (PDF) of the stress–strain relationships. Furthermore, a stochastic modeling principle is proposed, in which minimizing the Kullback–Leibler divergence (KLD) is taken as the optimization object. Based on the framework of genetic algorithm, a dimension-reduced algorithm is proposed to identify the parameters with reference to the data from tested complete curves of uniaxial compressive and uniaxial tensile stress–strain relationship of concrete. The results indicate that the proposed principle and algorithm can be used to identify the parameters of MSFM accurately and efficiently.     

混凝土紧凑拉伸试样断裂稳定性分析

试样裂纹扩展的稳定性对断裂韧度的测试具有重要影响,尤其是对尺寸较大的混凝土试样。本文根据裂纹扩展稳定性因子,分析紧凑拉伸试样裂纹扩展的稳定性及混凝土试样尺寸大型化对裂纹扩展稳定性的影响。     

U型槽质量问题的成因及控制措施

本文介绍了U型槽外压强度的检验方法。根据江西省U型槽的实际情况,从原材料、配合比、成型控制、养护、断面尺寸等几个方面分析了U型槽外压强度不合格的原因,并提出了相应的控制措施。     

南水北调工程江苏境内泵站混凝士配合比试验

探讨了粉煤灰、高效减水剂及引气剂掺量对混凝土性能的影响,为南水北调东线工程泵站混凝土提供施工配合比。通过掺人粉煤灰、高效减水剂及引气剂,配制了不同强度等级的混凝土,研究了C20、C25、C30等3种不同强度等级混凝土力学性能、耐久性能及体积稳定性,并用扫描电镜法（SEM）表征混凝土界面过渡区。研究表明：掺入粉煤灰、高效减水剂及引气剂后,混凝土立方体抗压强度均达到设计指标;在较高水胶比条件下,混凝土抗压、抗拉强度、弹性模量、抗渗性能均随着粉煤灰掺量增加而略有提高,同时掺入粉煤灰改善了混凝土界面过渡区。粉煤灰、高效减水剂及引气剂掺量分别不超过胶凝材料用量的30％、1％、0．015％时,所配制的C20、C25、C30混凝土满足南水北调工程江苏境内泵站混凝土施工要求。