关于水泥砂浆墙面起砂问题的防治

分析了水泥砂浆墙面起砂的原因，并提出了预防措施和处理办法。     

“J—646”新型光学光敏胶胶合工艺简介

“J—646”光敏胶具有透光率好,收缩率小,粘接强度适中,耐老化,毒性小和成本低廉等特点。本文简要介绍了该胶的胶合工艺。     

新型水泥干法窑筒体腐蚀与防腐的研究

通过对国内新型水泥干法窑筒体腐蚀现象分析及实验室的模拟实验，认为，硫、氯、碱是筒体腐蚀的主要因素，进行筒体涂层，可以抑制筒体腐蚀。     

水泥处理的沉积淤泥膨胀试验及其矿物机理分析

为研究经过水泥掺合处理的河道沉积淤泥作为路基填料的膨胀性能，对不同初始含水量（质量分数分别为90％，130％和170％）的淤泥经不同掺合比（按湿质量计分别为9％，11％和13％）的水泥处理后形成的多种不同的水泥土试样进行了为期一个月的初次膨胀试验及试样干燥三个月后重新浸水的二次膨胀试验。试验结果表明试样的初次膨胀值很不显著，但二次浸水膨胀试验表明试样的总膨胀量有增大的趋势。试样的X射线衍射分析从矿物形成方面解释了水泥土膨胀性能的内在机理。     

Application of heat flow calorimetry to the study of oilwell cements

The majority of previous studies of the hydration of cements using heat flow calorimetry have been carried out isothermally. However, with oilwell cements the slurry is mixed on the surface at ambient temperature and then gradually increases in temperature as it is pumped down the well. A Setaram C-80 calorimeter has been used to simulate the temperature ramp in API oilwell cement test schedules. This approach has enabled cementing reactions to be studied for the first time under conditions approaching those encountered in the field, and has shown that the results obtained from isothermal experiments may be misleading.The permission of the British Petroleum Company PLC to publish this paper is gratefully acknowledged.     

特殊气候条件下水泥混凝土路面施工质量控制

从雨季施工，高温季节和低温季节施工以及施工质量检测等方面，论述了水泥混凝土路面在特殊气候条件下的施工质量控制方法及应注意的事项。     

高等级公路水泥稳定土施工工艺--博茨瓦纳帕塞公路水泥稳定层平地机施工技术研究

以博茨瓦纳帕塞公路工程施工为例，详细介绍了高等级公路水泥稳定土的施工准备、工艺流程与技术要求，指出了施工中应注意的问题。     

水泥混凝土面板早期破坏的原因与控制及处置

我国水泥混凝土路面在使用过程中很容易出现早期断板现象，从施工、养护、使用等方面较全面地分析了水泥砼路面破坏的原因，提出了相应的防治措施。     

Synthesis of amino acid-containing polyacids and their application in self-cured glass-ionomer cement

Six methacrylate or acrylate derivatives of natural amino acids were synthesized and characterized. Based upon these monomers, six terpolymers [poly(acrylic) acid-co-itaconic acid-co-amino acid] were prepared and characterized. The synthesized polymers were used to formulate glass-ionomer cements (GICs) using Fuji II glass filler. The effects of the molecular weight (MW) and powder/liquid (P/L) ratio were evaluated. Scanning electron microscopy (SEM) was used to examine the fracture surfaces of the selected cement specimens. Results show that all the amino acid modified GICs exhibited higher compressive strengths (CS, 193-236 MPa) and much higher flexural strengths (FS, 55-71 MPa) as compared to commercial Fuji II GIC (191 in CS and 16 in FS). Both MW and P/L ratio affected the strength of the formed cement. It was important to find the optimal MW and P/L ratio to obtain the highest FS. In this study, optimized MW (number average) of the polyacids and P/L ratio were around 50,000 and 2.7/1, respectively. The microstructures of the fracture surfaces helped to explain the strength differences among the materials tested in the study. SEM analysis suggests that more integrated microstructures and fewer defects can lead to higher FS.