粉石英增白试验研究

粉石英增白试验研究田中凯，袁楚雄，刘奇，张明（武汉工业大学资源与环境工程系，武汉４３００７０）关键词粉石英，包覆方法，增白天然粉石英在我国是８０年代开发的一种非金属矿物原料，在江西和湖南资源丰富［１，２］。它只需经过擦洗、分级等处理就可获得３２５目或...     

三灰桩地基处理方法在工程中的应用

通过对某地基处理实例分析，说明在二灰桩的桩体中加入适量水泥，形成三灰桩，较二灰桩强度有较大提高，可形成较高强度的复合地基。     

石灰中V^2＋离子的自旋—晶格耦合系数的理论计算

根据一种统一而简单的计算立方晶体中自旋-晶格耦合系数G_(11)和G_(44)的方法,笔者由d~3离子在四角和三角场中的零场劈裂的高阶微扰公式计算了二价钒离子在石灰中的自旋-晶格耦合系数G_(11)并预言了G_(44)。G_(11)的计算结果和实验值较好地符合,G_(44)的预测值则有待实验检验。     

生石灰和水泥混合处理吹填土的试验研究

随着中国东南沿海地区经济的迅速发展,土地资源不足的问题显得日益突出,人工吹填造地技术为解决这一问题提供了新的思路。吹填造地关键问题之一是要缩短吹填泥浆的固结的时间,为此在室内进行了沉降柱模拟试验,试图寻找一种在吹填的同时进行加固的方法。在沉降柱试验中发现,用水泥作为添加剂对吹填泥浆进行加固处理,其加固效果不如用水泥和石灰混合材料添加剂的加固效果。通过对两种添加方式的土样进行工程地质性质对比和结构性分析及其他一些物理化学试验结果分析,初步找出了加固效果差异的原因。     

石灰桩复合地基承载力试验研究

在工程实践的基础上,对石灰桩的设计、施工及测试进行了分析,为推广应用石灰粉煤灰桩提供了依据.     

瑞雷波法在黄土地区地基检测中的应用

瑞雷波勘探技术是近年来发展起来的一种高新技术 ,在岩土工程中具广泛应用前景。介绍了瑞雷波的特点、原理 ,结合具体的工程实例 ,探讨了多道瞬态瑞雷波勘探法在黄土地区灰土挤密桩复合地基、灰土垫层地基等检测中的一些应用。     

石灰粉喷桩在南店村大桥淤泥质地基加固的应用

根据某高速公路南店村大桥地基因淤泥质土含水量大于30％而承载力低的实际情况，采用石灰粉喷桩，加固处理南店村大桥桥台软基。根据开挖与动测结果，满足桥台地基承载力不小于150kPa的要求。该方法具有设备简单、施工方便、经济效益好的特点。     

实用避雷地网工程的实施与改进技术

海省琼北地区为我国雷击高发生区，野外测试仪器设备的安全保护问题极为重要。根据琼北遥测台网建台布局要求及台网子台所处的地理位置，气候环境等特点，自行设计了适应子遥测子台的避雷地网工程。实施中改进了地极的埋设和减阻剂的使用方法。大大降低了地极的接地电阻率。用此项改进技术实施的其它几个避雷地网工程，均达到和超过设计指标－接地电阻值小于４Ω。     

Experimental study on moisture evaporation of lime wastes and marine clay: implications for landfill storage management

A large quantity of by-product lime wastes with high water content produced from chemicals manufacturing processes has been stacked in an open area in Incheon, Korea. Highly alkaline leachate and fine dust emanating from the stacked lime wastes caused an environmental concern in the city. So evaporative drying and stabilization of the fine-grained wastes and use of the on site marine clay as a natural geomembrane liner using drying hardening were considered as a part of a landfill construction plan. Treatment of the lime wastes and marine clay was focused on maximizing the evaporative drying and the density. Evaporation experiments were conducted in field condition to understand evaporation characteristics and to evaluate actual evaporation rate of the lime wastes and marine clay. Local Class A pan evaporation data from a nearby weather station for last 30 years indicated that mean annual and monthly evaporations were 1,178.5 and 98.2 mm, respectively. Relative evaporations of the sludge lime, cake lime, and marine clay compared with the pan evaporation were 114.9, 61.9, and 119.0%, respectively. Estimates of annual evaporations from storage surfaces in the field based on the relative evaporation data were 1,353.6, 729.1, and 1,402.2 mm for the sludge lime, cake lime, and the marine clay, respectively. And annual net evaporations considering rainfall effect were estimated as between 879.9 and 1,082.9 mm for the lime sludge, between 473.9 and 583.3 mm for the lime cake, and between 981.5 and 1,191.9 mm for the marine clay. It was expected that the actual field evaporation rate would be varied with the moisture contents of the lime and the clay. Results of these experiments will provide useful implications for the drying behavior of the by-product lime and the marine clay and landfill or management plan of the storages.     

安徽膨胀土掺石灰改良的试验研究

对安徽省膨胀土进行了综合试验研究。通过掺灰击实试验得出安徽主要膨胀土分布地区土样的最大干密度、最佳含水率与掺灰量的关系。对省内膨胀土的各种不良作用以及改良措施进行研究,为安徽省内工程建设提供必要的数据和合理化建议。