块状岩体台阶爆破炮孔填塞作用的研究

本文利用电磁测量法及高速摄影法对块状模型中炮孔填塞物在孔内的运动规律和块体移动过程进行了研究。根据模拟试验及一些生产爆破的观测结果，对炮孔填塞机理提出了一些新的观点；同时就露天矿台阶爆破炮孔填塞长度及材料对爆破效果的影响作了简要分析。     

海南福山凹陷地层可钻性及钻头选型

利用测井资料及室内实验建立的可钻性模型编制了计算机软件，用其建立了海南福山凹陷地层连续可钻性剖面，并推荐出钻头选型，和现场实钻情况相当的吻合，为钻头合理选型提供了依据。     

节理岩体参数对围岩破损区影响的敏感性分析

本文针对黄河拉西瓦地下水电站工程，对节理岩体诸参数对围岩破损区范围的影响进行了敏感性分析。指出了主要敏感参数，对这些参数影响围岩破损区的趋势和可能程度进行了讨论，并对勘察和施工提出了一些意见。     

松软矿体有底柱高分段崩落法的改进方案

锦屏磷矿对其东山采区松软矿体所使用的分段崩落法做了集中快速采准施工、增加分段高度、实行水平或上向扇形深孔连续崩矿等改进,简化了采场结构,矿石损失率由原来的63％下降到改进后的20.34％,贫化率由23.92％下降到15.10％。     

辽河油田小龙湾地区粗面岩油藏岩石力学特性研究

粗面岩油藏是一种特殊油气藏，已受到国内外油田的广泛关注，但目前国内对粗面岩力学特性的研究还很少。分析了粗面岩的岩性和裂缝发育情况，以岩石力学和弹性力学为理论基础，从岩石的应力-应变曲线和试验的基本原理出发，结合辽河油田小龙湾地区现场实际，通过粗面岩岩心单轴试验，得到了粗面岩的抗压强度、弹性模量、泊松比和抗拉强度等基本岩石力学参数。根据试验得到的应力-应变曲线，结合弹性力学相关理论，得出小龙湾地区粗面岩的力学特性为线弹性，并给出了其基本力学参数的取值范围。谊结果对辽河油田小龙湾地区粗面岩油气藏的压裂设计和油气田开发具有重要的指导意义和参考价值。     

Plasma Discharge Initiation of Explosives in Rock Blasting Application： A Case Study

A plasma discharge initiation system for the explosive volumetric combustion charge was designed, investigated and developed for practical application. Laboratory scale experiments were carried out before conducting the large scale field tests. The resultant explosions gave rise to less noise, insignificant seismic vibrations and good specific explosive consumption for rock blasting. Importantly, the technique was found to be safe and environmentally friendly.     

Variations in Spectral Slope in Lake Taihu,a Large Subtropical Shallow Lake in China

Spectral slope (S), describing the exponential decrease of the absorption spectrum over a given wavelength range, is an important parameter in the study of of chromophoric dissolved organic matter (CDOM) dynamics, and also an essential input parameter in remote sensing models. Furthermore, S is often used as a proxy for CDOM composition, including the ratio of fulvic to humic acids and molecular weight. The relative broad range in S values reported in the literature can be explained by the different spectral ranges and fitting methods used. A single exponential model is used to fit the S values for 17 investigations involving 458 samples in Lake Taihu from January to October in 2004. The average S value was 15.18 ± 1.39 μm⁻¹ for the range of 280–500 nm, which fell within the range reported in the literature. The frequency distribution of S value basically obeyed a normal distribution. Significant differences in S values between summer and other seasons showed that phytoplankton degradation was one of the important sources of CDOM in summer, whereas CDOM mainly came from the river input in other seasons. Furthermore, the estimated S value decreased with increasing wavelength range used in regression. The maximum and minimum values derived from the regression were 17.89 ± 1.25 μm⁻¹ and 13.62 ± 2.11 μm⁻¹ for the wavelength ranges of 280–380 nm and 400–500 nm, respectively, a decrease of 23.9%. S values significantly decreased with the increase of CDOM absorption coefficients. CDOM absorption coefficients could be more appropriately estimated from exponential model introducing the variation of S with absorption coefficients, making them useful for a remote sensing bio-optical model of Lake Taihu. DOC-specific absorption coefficient a*(λ) and the parameter M describing molecular size of the humic molecules could also be used as a proxy for the sources and types of CDOM. A general relationship was found between S and a*(λ), and M values. S increased with the decrease of DOC-specific absorption coefficient and the increase of M corresponding to the decrease of molecular weight.     

从实例看花岗岩地基勘察的几个特点

以花岗岩类的硬质岩作为建筑物基础持力层,具有承载力高、稳定性好,抗震性强的特点,被许多重要建筑物所采用,尤其是沿海地区的高层建筑物。但往往此类基岩的层面不够“平整”,基岩层面的变化对基础的设计、施工,尤其是桩基础影响很大。本文通过对某高层建筑进行地基勘察的实例,总结了花岗岩地区风化岩层的几个特征及其在工程勘察中需注意的一些问题。     

深孔预裂爆破在溢洪道高边坡开挖的应用

高边坡深孔预裂爆破是一项对施工质量、安全要求极高的爆破技术, 必须进行科学的爆破技术设计,确定合理的爆破参数;高度重视爆破钻孔工艺、装药工艺、网络工艺以及边坡稳定性地质分析.在洞巴水电站中不允许采用超欠平衡的开挖方法进行施工,利用设计台阶高度,采用深孔预裂爆破对溢洪道高边坡的稳定及开挖平整度进行有效控制,取得良好效果.     

水电工程坝基岩体研究现状与发展的思考

以国内部分重点水电工程为例，对我国水电工程建设中坝基岩体质量分类、主要岩石力学参数的选取、大坝建基面的确定及弱风化岩体利用情况进行总结与分析；指出简化的坝基岩体多因子分类、岩体力学参数的提取与岩体质量分类相配套、按等值线提取岩体物理力学参数并动态确定大坝建基面的方法，应是水电工程坝基工程岩体研究的发展趋势。