Use of clay as a pozzolona in high strength Portland cement and its thermal activation     

Noor-ul-Amin 《中国地球化学学报》2010,29(2):143-145

In this investigation local clay from Cherat mines, Nowshera District, NWFP, Pakistan, has been tested as a pozzolanic material in high strength Portland cement. Thermal treatments were performed as a means of activation of the clay. It was found that thermal treatment of the clay can increase its pozzolanic activity. Different blended mortars, containing different amounts of clay, activated at different temperatures were studied for compressive strength, consistency, and setting times. It was concluded that the mechanical properties of the blended cements were mainly governed by the percentage of incorporation of the calcined clay. Blended cement composition has been formulated, with optimal results of 20% calcined clay at a temperature of 600℃.  相似文献   

无嵌固支护桩在深基坑支护工程中的运用          下载免费PDF全文

樊朝金  邓春海  王麒翔 《探矿工程》2012,39(11):58-60

介绍了无嵌固支护桩形成的原因。通过其他组合支护方式（锚杆和腰梁）弥补无嵌固支护桩的不足,有效地加固深基坑,确保基坑安全稳定。无嵌固支护桩在特殊地层中相对传统的大嵌固支护桩具有安全、经济等一系列优势,值得推广运用。  相似文献   

老挝Nam Ngum 5水电站重力拱坝裂缝处理实践          下载免费PDF全文

王玉溪  宋平  张连顺  韩小霞 《探矿工程》2012,39(6):68-71

针对老挝Nam Ngum 5水电站重力拱坝裂缝进行的灌浆处理,采用化学灌浆和水泥灌浆相结合,取得了良好的治理效果。详细介绍了裂缝深度的检测方法和裂缝止裂措施,以及灌浆施工工艺。  相似文献   

水泥-粉煤灰浆液在水电站隧洞灌浆中的应用     

刘华  王勇  杜林  黄芬 《探矿工程》2012,39(4):76-79

针对三叉水电站引水隧洞Ⅳ标段围岩地质条件,详细分析了水泥-粉煤灰浆液在该工程引水隧洞灌浆中的应用情况。从应用情况综合分析可以得出,隧洞灌浆采用水泥-粉煤灰浆液是可行的,完全能满足设计要求,在保证灌浆质量的前提下,可以降低部分施工成本,具有较好的推广应用价值。  相似文献   

延安地区水泥原料及其开发可行性研究     

刘继庆  李志德 《地球科学与环境学报》1990,(3)

延安地区中侏罗统安定组中产有陆相泥灰岩,CaO含量低于30％,且SiO_2、MgO含量高,通常不作为水泥原料。上新统三趾马红土中产有层状料僵石,两者搭配首次在φ1.5×6m普立窑中烧制出质量高的425水泥,为水泥原料贫乏的延安地区开发低品位劣质原料开辟了新途径。  相似文献   

Cement Deep Soil Mixing (CDSM) for Solidification of Soft Estuarine Sediments     

A. Maher  W. S. Douglas  D. Yang  F. Jafari  V. R. Schaefer 《Marine Georesources & Geotechnology》2013,31(3-4):221-235

A preliminary study was conducted to determine the potential for cement deep soil mixing (CDSM) technology as a method for in-situ solidification of contaminated river and estuarine sediments. The study was conducted in Newark Bay, near the mouth of the Passaic River, New Jersey. The primary objective of the study was to evaluate the viability of CDSM for the in-situ S/S with a focus on: 1) determining the correct mix of the cement slurry, which provides rapid stabilization of the sediment matrix, 2) potential resuspension of solids during CSDM operations, 3) the effects of high organic content on the solidification process, and 4) the feasibility of using conventional dredging/extraction methods once the sediments have been stabilized and allowed to cure. The results of the study show CDSM slurry mixtures, as low as 7% in cement content, result in significant solidification and strength gain of in-situ sediments under ambient conditions. In sediments with very high organic contents (> 20%), the slurry mix would need to be adjusted to account for retardation effects of organics on cement hydration. Sediment resuspension during application was shown to be minimal at a distance of as little as 75 feet from the mixing head. Strength gains were considerable, effectively consolidating the sediment particles in a secure matrix, but not so high as to preclude extraction of solidified sediments with conventional dredging equipment. Dredged solidified sediment exhibited characteristics of a stiff glacial clay, and as such was easier to handle and transport than untreated dredged sediments. This technique has high potential to be used as an interim remedial measure prior to either extraction and decontamination/disposal or proper capping.  相似文献   

水泥—水玻璃在房屋增层地基加固工程中的应用     

程鉴基  程鉴添  程文汉 《煤田地质与勘探》1999,27(5):52-55

当前加层房屋日益增多,其地基加固处理的方法很多。在确定加固方法之前,需对旧楼地基基础及结构进行验算,包括桩端持力层的强度,桩的容许承载力,桩基础沉降等。水泥-水玻璃双液化学灌浆法首次用于房屋增层地基加固,该方法具有可灌性高(K=10-6cm/s)、凝胶时间快(15~120 s)、强度较高(5~20 MPa)等诸多材料特性,可满足新增的上部结构荷载对地基的新要求。文章还介绍了一个工程实例   相似文献   

水泥土强度的影响因素   总被引：26，自引：1，他引：25  

周承刚  高俊良 《煤田地质与勘探》2001,29(1):45-48

水泥浆体搅拌地基加固技术是地基处理的技术方法之一,其水泥—土固结体的强度主要受地基土的含水量、水泥掺入量及地基土类别的影响。本文通过室内及工业性试验表明:土体的含水量对水泥土强度具有负作用;水泥土强度与水泥掺入比不是简单的单调上升关系;地基土的类别对水泥土强度的影响较大,淤泥及淤泥质土由于富含有机质,强度较低,粉质粘土、粘土形成的水泥土强度较高。   相似文献   

硫铝酸盐水泥去除微污染水体中磷的性能及机理     

杨蕤  刘国  黄艳采  张琪琪  徐芬  廖兵  刘静 《湖泊科学》2022,34(3):828-842

微污染湖泊、水库等水体中磷的去除已成为水质研究的主要方向.磷是造成水体富营养化的关键因素,其浓度较低时即可导致水体富营养化与水华的发生,许多除磷方法对低浓度磷的去除效果不佳.因此,我们从22种天然矿物、火山灰质材料和水硬性材料中,筛选出了能高效去除低浓度磷的硫铝酸盐水泥(代号R.SAC 42.5,简称R),该材料在中性...  相似文献   

海相软土场地水泥土劣化机理室内试验研究     

董猛荣  杨俊杰  王曼  刘强 《中国海洋大学学报(自然科学版)》2020,(1):93-103

将水泥土和周围土体作为研究对象,利用室内化学分析试验得到了离子浓度的时空分布规律,并从腐蚀离子干预水化反应进程和分解水化产物两个过程揭示了海相软土场地水泥土劣化机理。Ca^2+由水泥土向土体中扩散,Mg^2+、SO42^-及Cl^-从土体向水泥土扩散;随着水化反应的进行,Ca^2+不断生成,水泥土中足够多的Ca^2+是保证水化反应进行并维持水化产物稳定的必要条件,Ca^2+不断向土体扩散是水泥土劣化的原因之一;水泥土内部的SO42^-及Cl^-在浓度较低(分别低于9和15 g/L)时有利于水泥土强度的提高,浓度较高时则导致水泥土发生胀裂;水泥土中Mg^2+的存在会阻碍水化产物的生成并分解水化产物,但浓度较低(低于3 g/L)时,影响不明显;土体中Mg^2+、SO42^-及Cl^-浓度高于水泥土中的浓度,在水泥土表层与水化产物反应生成胶结性差及膨胀性高的物质,促使水泥土劣化。  相似文献