合徐南段膨胀土分布及性质差异与地质构造的关系

从地质构造的观点出发，分析了合徐高速公路南段沿线地区膨胀土的分布和成因。提出一种从宏观上分析膨胀土性质差异的方法，通过实验分析得出的结果与该方法分析的结果是基本一致的。     

智能立体摄影测量机的概念与初步设计

提出智能摄影测量机的基本概念与初步设计。智能摄影测量机（Photogrammetron）是具有智能主体的内在结构与机理和主动视觉的外在形式的立体摄影测量系统。摄影测量机具有3种主要类型：（1）双目一体立体摄影测量机；（2）双目分体摄影测量机；（3）多目网络摄影测量机。摄影测量机的主要应用类型包括；（1）带有摄影测量功能的机器人；（2）智能近景摄影测量；（3）智能摄像监控；（4）实时运动摄影测量。     

保水剂处理土壤的抗风蚀性能研究

将不同浓度的保水剂,在不同风速和不同喷洒量的条件下施用于黄土、粉煤灰、风沙土中,对其胶结作用所具有的抗风蚀性能进行了野外及风洞实验。结果显示:在净风条件下,保水剂固沙、抑制扬尘效果显著;在风沙流条件下,保水剂大浓度(50g·m-3)时具有明显的抗风蚀、抑制沙尘的效果;不同土类在风力为20m·s-1内,保水剂对黄土、粉煤灰、风沙土的固定、抑制扬尘效果显著。20m·s-1以上时,保水剂对黄土、粉煤灰、风沙土的固定、抑制扬尘效果随保水剂浓度的增大抗风蚀强度随之增强。但保水剂和固沙复合材料共同施用于风沙土,防风蚀效果更为显著;生产应用中,建议保水剂对风沙土的应用浓度为560g·m-3,对黄土的应用浓度为140～280g·m-3,对粉煤灰的应用浓度为50～140g·m-3。     

耐酸高强度改性树脂堵剂的室内评价

堵水和酸化连作技术是一种综合了堵水和酸化优势的集成技术,针对堵水和酸化连作技术中对堵剂性能的特殊要求,研制了一种以树脂产品为主体的堵剂,对影响堵剂固化性能的主要因素如尿素与甲醛配比、温度、固化剂加量、水加量、增塑剂加量、速控剂加量分别进行了研究,并对堵剂的耐温、耐盐和耐酸性能进行了测定.采用不同浓度的酸液与堵剂进行的配伍性实验结果表明,树脂堵剂与酸液之间的配伍性较好.岩芯模拟实验结果表明堵水和酸化连作工艺具有很强的改善产液剖面的能力.     

广西红粘土和膨胀土土热力学特性的比较研究

基于广西膨胀土和红粘土的成因类型、物质成分和结构特征,研究常温(-4℃～60℃)下膨胀土与红粘土的热力学特性,探讨了红粘土与膨胀土的抗剪强度指标与温度之间的相关关系。试验结果表明,两种土在10℃,40℃与室温(28℃)时,主应力差σ1-σ3峰值变化不大,而60℃时有明显增大;在相同条件下,红粘土的主应力差峰值变化更大;红粘土与膨胀土的抗剪强度指标(c,φ)随热状况不同而发生变化,而且红粘土的粘聚力c和膨胀土的内摩擦角φ在室温,环境有较小值。分析结果认为,两种土的热效应影响趋势相似,但红粘土的热力学特性较为敏感,这与红粘土的成因类型及胶结特征密切相关。研究结果为红粘土与膨胀土地区工程建设及减灾防灾提供参考。     

保水剂在作物抗旱栽培中的应用

应用小麦、花生的田间小区试验资料，分析了保水剂在抗旱栽培中的作用，结果表明：保水剂是一种十分有效的抗旱剂，确定起到保墒增湿的作用，而且价格低廉，技术容易掌握，是一种经济有效、增产节能的栽培措施，可推广使用。     

H24稳定剂对膨胀土的力学性质及其有效稳定期的影响

研究了天然膨胀土经Ｈ２４稳定剂－一种以含Ｎ有机阳离子化合物为主要成份的溶液－处理后其土力学性质的改变及有效稳定期的影响，研究结果表明，经Ｈ２４处理后，可使土的膨胀性和压缩性降低而内聚力、内摩擦角和渗透性增大。流动水对土壤中的Ｈ２４有脱附作用，但对其长期稳定膨胀土的能力不产生太大的影响。     

HFO as the main contaminant carrier and transporting agent downstream the Zarshuran As deposit, NW lran

The Zarshuran arsenic deposit has been exploited for more than one thousand years. During this period of time, trace element pollutants have been transported downstream via natural agents, however this process has been exacerbated by human interferences, such as mining activities, especially in recent years. Geochemical study of metallic contaminants revealed a high concentration of elements especially of As, Sb, Hg, and TI in ore, waste piles, water and stream sediments, so that the arsenic concentration ranges between 40-0.028 mg/L in water samples of the Zarshuran Stream. In order to investigate the mechanism of contaminant transport downstream the mine, the concentrations of arsenic and other trace elements detected in ore-waste assemblage were measured in water samples taken from 11 stations. Also, the pH and Eh values have been measured in the same waster samples. The arsenic ore mainly consists of orpiment and realgar, associated with a small amount of Sb, Hg, Tl, minerals. Weathering of this assemblage gives rise to a mine water having an arsenic concentration of 22 mg/L. As concentrations are reduced to 4.272, 3.069, 0.421, 0.083, and 0.036 mg/L at distances of about 1, 1.3, 3.3, 7 and 15.2 km down the mine, respectively. The water samples have been passed through the 0.45μ filters to determine the fraction of contaminants transported in dissolved phase and also in particulate phase. The geochemical study of contaminant transport indicates that contaminants are transported mainly as colloidal and particulate phases in the upstream and only 13% of arsenic is transported as the dissolved phase. The milky appearance of stream is evidence for colloidal transport. From 6 km downward the mine, particulate phase is not the significant carrier of contaminants and more than 90% of the arsenic is transported as dissolved phase. The very positive correlation between trace element concentrations and Fe, colloidal deposition evidence as an ocher-colored precipitate on stream bed sediments accompanied by a decrease in contaminant concentrations in stream water, the physicochemical （Eh and pH） conditions, near neutral pH values, considerable difference in concentration of Fe in dissolved and total phases, weathering of iron sulfides in the ore-waste assemblage, XRD analysis of precipitates, indicate strongly that HFO is the main carrier and transporting agent in this area.     

江苏盐通高速公路膨胀土边坡稳定性计算

膨胀土边坡破坏具有浅层性、裂隙性和牵引性,对于膨胀土地区的高速公路,在降雨作用下,膨胀力对边坡稳定起控制作用。基于简布极限平衡法的思路和方法,对膨胀土边坡稳定性进行了分析,并推出了安全系数的表达式。     

LBS 体系结构及关键技术的研究

介绍了LBS的概念,在现有LBS应用体系的基础上给出了基于组件式的LBS体系结构的框架,分析了包括定位技术、空间数据传输和显示技术、GIS相关技术、LBS标准化工作四项实现LBS功能的关键技术,说明了LBS的功能类别,指出了LBS领域下一步的研究方向。