赤砂沸石对氮磷钾吸附与释放的研究

本文以安徽省繁昌县赤砂沸石为试验材料，以黄红壤为参照，研究了丝光沸石为主的天然沸石对ＮＨ、Ｈ＿２ＰＯ及Ｋ￣＋的吸附与释放，结果表明：赤砂沸石的吸铵量和吸磷量为黄红壤的３倍；其中易释放铵和可释放铵占总吸铵量８０％以上；易释放磷和可释放磷占７０％以上；赤砂沸石的速效钾含量为黄红壤的７倍左右，而钾位缓冲容量（ＰＢＣ￣Ｋ）则为黄红壤的３５倍左右。赤砂沸石用做肥料调理剂和土壤改良剂，将能够减少土壤中氮、磷、钾的流失，并提高肥料中养分的利用率。     

南沙北部伸展构造的基本特征及其动力学意义

南沙地块辫啊以中南－美洲断裂为分界,其东、西两侧伸展构造的几何学与运动学表明,晚白垩世至早渐新世,其伸展作用以纯剪切为主;中渐新世至早中新世,伸展带东段转换为简单剪切,西段剪切渐停。伸展作用的主要动力来源于陆缘俯冲板片的拆沉、软流圈地幔热物质乘隙上拱和部分熔融作用及周边板块的相互作用。     

钱塘江涌潮简析与预报

根据１９９１年观测资料，仑前潮位站出现涌潮１８４次，涌潮次数多少与江道地形变迁及上游下泄流量大小有关。涌潮高度在１．２－２．２ｍ之间，与涨潮潮差成正比。涌潮潮时预报方法有传播时间法和隔日滞后时间法。涌潮高度的预报，可根据当天涌潮高度预测后一天涌潮高度，也可根据下游站的涌潮高度预报上游站的涌潮高度。     

南桐二井采区突水动态研究

将南桐煤矿二井的突水动态划分为纯衰减型、波动衰减型、季节波动衰减型、波动稳定型和逐渐增大型５类，它们分别对应于采区与浅层长兴灰岩含水层、蒲河及大气降水的不同连通程度与方式。     

Risk Prediction of Tunnel Water or Mud Inrush Based on Disaster Forewarning Grading

Water or mud inrush can not only hamper the normal construction of tunnel, but also cause severe casualties and property losses. Through the cause analysis and statistical theory, a total of 9 predictors based on 3 factors, the engineering geology, hydrogeology and construction, were put forward to control the happening of water or mud inrush. Based on the classification principles of forewarning, 3 alert levels, red, orange and yellow, were established. Using the AHP–TOPSIS evaluation theory, the risk prediction model of water or mud inrush was built based on the classification of disaster forewarning. The model was used in the diversion project of Fujian Long Jin–xi and achieved good effects.     

Production and Certification of Synthetic Selenium Isotopic Reference Materials

Due to intensive research into selenium isotopes in recent years, the increasing requirement for reliable and comparable measurement results has created a strong demand for selenium isotopic certified reference materials (iCRM) that were previously not available. To address this, eleven selenium iCRMs were developed, including ten synthetic iCRMs (GBW 04447–GBW 04456) and one natural iCRM (GBW 04457). The synthetic iCRMs were prepared with ⁷⁶Se, ⁷⁸Se, ⁸⁰Se and ⁸²Se solutions and a natural selenium solution; the natural iCRM was prepared with highly pure selenium material. The property values of isotope ratios in these iCRMs were certified by calibrated mass spectrometry with a collision cell multi‐collector ICP‐MS. The mass discrimination effect of the instrument was corrected with corresponding ⁷⁸Se/⁷⁶Se isotope mixtures and ⁸²Se/⁷⁶Se isotope mixtures, which were gravimetrically prepared with purified, isotopically enriched selenium materials. Homogeneity and stability tests were performed, and no significant influences were found. The uncertainty of the property values of the iCRMs was evaluated according to the Guide to the Expression of Uncertainty in Measurement (GUM) of ISO/BIPM and ISO Guide 35. The δ^82/76Se value of GBW 04457 relative to NIST SRM 3149 was also calculated. These iCRMs are intended for use in calibration of instruments and evaluation of methods for the determination of selenium isotope ratios.     

地热资源与开发地热研讨

著者以发生学、生态学的观点阐述了地热资源特有的双重性，这是对地热资源评估的基础，指出了热源、热储、热力、蓄层间相依共存的密切关系。对开发地热提出的对策建议是立足资源，面向市场，因地制宜、优质优用，滚动开发，注重综合效益。     

Numerical modelling of soil nails in loose fill slope under surcharge loading

A plane–strain numerical model has been developed to mimic a nailed loose fill slope under surcharge loading. The model has been used to back-analyse a field test that was conducted to examine the behaviour of soil nails in loose fill slopes under surcharge loading. Incremental elasto-plastic analyses coupled with pore water diffusion have been performed to study the internal deformation, water content redistribution in the soil, and the performance of the soil nails during and after the application of surcharge loading. The model parameters describing the mechanical and hydraulic properties of the nailed slope were obtained from field or laboratory tests. Different modelling techniques and boundary conditions for mimicking soil–nail interaction in loose fill material have been examined. Comparisons between numerical predictions and field measurements demonstrate that a new interfacial model, denoted as the embedded bond–slip interface model, is more suitable for mimicking the interfacial behaviour. Despite the simplicity of the numerical model, the predicted responses are in close agreement with the field test results, in particular the mobilisation and distribution of nail forces in response to surcharge loading. Both the numerical and the field test results suggest that soil nails are capable of increasing the overall stability of a loose fill slope for the loading conditions considered in this study. The increase in confining stress along the soil nails near the surcharge area is central to the overall stabilising mechanism. On the contrary, the nail forces mobilised near the nail heads are much smaller, indicating that the beneficial effect of having a structural grillage system at the slope face is limited for the range of surcharge pressures considered in this study.