岩石声学参数的实验测量及研究

通过对天然岩芯及人工岩芯的测量,研究２４０ｋＨｚ-１．ＳＭＨｚ频段内的声频散、温度对岩石声速的影响、岩石含水饱和度对岩石声速和声衰减的影响,给出岩石中声衰减与声波频率间关系的最佳拟合,并讨论了裂缝对岩石中声波传播的影响。     

试析GIS技术在房产测绘中的作用

以GIS技术在房产测绘中的作用探索研究为题展开论述。首先,介绍了GIS技术操作简单、工作效率高、功能全面,可以实现全天候工作的优势特点。然后,结合测绘行业方面的相关经验,提出该技术在房产测绘中的作用。最后,对GIS技术的改进做了简单分析。希望可以提高GIS技术在房产测绘中的工作效率,促进我国房产事业的长期、稳定发展。     

宽观测带SAR图像入射角效应量化研究与校正

针对宽观测带SAR图像,在对入射角效应量化研究的基础上,提出了一种入射角效应按类校正方法。利用分水岭分割和区域标记技术实现地物取样,基于结合线性回归估计的余弦朗伯定律,实现对地物后向散射值的按类辐射校正。针对Envisat ASAR C波段HH极化数据的实验结果表明,入射角效应对雷达后向散射有明显的影响,含水量越高的地物类型,入射角效应越明显。利用本文方法进行入射角效应校正的效果优于绝对定标和一阶余弦校正的效果。     

某深埋特长隧洞线路比选方案研究

滇中引水工程香炉山隧洞为特长深埋隧洞,起点位于冲江河右岸石鼓镇,终点位于洱海边的长育村,此前已对该段进行东、中、西等多方向的较大范围线路比选[1]。通过已有地质资料进行线路对比,提出了8条比选线路,从各线路长度和形态,存在的主要工程地质问题,隧洞地质、施工条件等进行比较、分析、研究,最终选定中4线为推荐方案。论文简要介绍了隧洞线路选线方案、比选的思路和方法,以期为相关工程的规划设计提供参考。     

Biogeochemical investigation in south eastern Andhra Pradesh: the distribution of rare earths, thorium and uranium in plants and soils

The concentration of rare earth elements (REE), thorium and uranium were determined by inductively coupled plasma mass spectrometry (ICP−MS) in the plant species, Pterocarpus santalinus, P. marsupium and P. dalbergioides, and the soils on which they were growing. Higher concentrations of lanthanum (La), cerium (Ce) were observed in both plants and soils. Large amounts of thorium and uranium were found in the soil. In all tree species, the concentration of REEs were higher in the heartwood than the leaves. The heartwood of P. santalinus accumulated larger quantities of uranium (average concentration of 1.22 ppm) and thorium (mean value of 2.57 ppm) than the other two species. Received: 8 September 1999 · Accepted: 15 December 1999     

我国钻探用金刚石聚晶材料的工艺研究

系统地阐述了我国钻探用金刚石聚晶材料（ＰＣＬ）的工艺研究方面的独到之处，特别是在确定影响ＰＣＤ耐磨性的主要工艺因素，以及如何提高、调整和控制耐磨性的工艺方法方面的研究成果。     

谭庄-沈丘凹陷油气形成条件分析及勘探思路

谭庄-沈丘凹陷位于周口坳陷中部凹陷带,是一个中、新生代两期断陷叠合的次级构造单元,面积近2800km2.勘探证实凹陷内沉积了巨厚的中生代早白垩纪地层(分布面积2000km2),其中暗色泥岩平均厚达1250m,在多口探井中见到级别不同、层数不一、厚度不等的油气显示,并在周参10、周11、12、19等多口井见到油气流,显示了该凹陷良好的勘探前景;但至今仍未取得实质性的突破,表明它具有一定的复杂性.究其原因,除了生油岩类型不太理想外,后期改造强烈导致保存条件较差及所采用的技术方法不过关也是非常重要的因素.如何寻找改造弱、破坏小、保存好的构造,是下一步勘探突破的重点,而先进适用的技术方法是关键因素.     

Evaluating accuracy for two empirical methods in predicting settlement of drilled shafts

Several theoretical, empirical and semi-empirical methods are available in the literature to predict settlement of drilled shafts in sandy soils. In the Arabian Gulf countries, specifically in the United Arab Emirates, equations and procedure from the rest of the world are being used in analysis and design of drilled shafts without proper validation. It is the aim of this study to assess the applicability and evaluate the accuracy of two well known, and commonly used methods for pile prediction in the United Arab Emirates (UAE), namely Vesic (1977) and Poulos (1979), via comparison with data from field pile load tests conducted on shafts drilled in the region. Some of these tests were conducted for the purpose of this study, while others were made available through the courtesy of International Piling Contractors who are active in the region (e.g. Bauer International and Swiss Borings). Pile load test data were analyzed to back-calculate the model parameters related to settlement under different loading stages. Geological data and soil properties were obtained from studies conducted at the relevant sites. An effort is made to correlate soil properties with the prediction models. Statistical analysis is conducted to assess the accuracy of the results obtained from the two methods at different stages of loading via those obtained from pile load tests. Moreover, a detailed parametric study is conducted to assess the effect of the related parameters on the predicted pile settlement and the estimated settlement at different stages of loading. The study concluded with a recommendation of the most appropriate models and procedures to be followed for predicting the settlement of drilled shafts in the UAE, together with useful charts and correlation relations. Results showed that settlement values predicted by Vesic (1977) and Poulos (1979) overestimates the true values. This revised version was published online in July 2006 with corrections to the Cover Date.     

高饱和度饱和土中爆炸波与结构的相互作用

利用改进的? 2.5 mm×5 m的模拟爆炸装置进行了一系列爆炸波与结构相互作用的实验,得出了爆炸波作用下结构上的表面压力、动量、应变的实测波形。实验结果表明,由于结构刚度较小,在相同爆心距离条件下结构的荷载与自由场的压力值相差不大;荷载在顶板的分布较为均匀,结构在爆炸载荷作用下发生整体变形,可以用中心荷载代替整体荷载;结构对爆炸波的反射,无论是弹性波还是冲击波,反射规律基本一致。随着饱和度的增大,结构上的反射系数和爆炸冲击波波速也随之增大。     

Problems in the calibration of an acoustic device for the observation of bedload transport

Developments in theoretical and empirical modelling of bedload transport processes are hindered by the lack of an adequate data base for testing or establishing the models. Conventional methods of measuring bedload transport rates fail to provide the necessary continuous or frequent record of variations at a single section. Acoustic techniques have the potential to overcome this deficiency, but their application has been very limited. Some of the problems of calibrating an acoustic device in the field and in a laboratory flume are discussed, and a possible circuit design described which might minimize calibration difficulties by automatically subtracting the noise generated by flow turbulence.