松散干容重对黏土质硅藻土矿床的评价作用

吉林省敦化市高松树硅藻土矿为含黏土矿物及碎屑较多的劣质硅藻土.在对本矿区样品分析结果对比中发现,由于围岩及夹层的化学组分与矿层相同,常规的工业指标不能区分矿石与岩石.为了能够对矿床做出正确评价,在测试样品基本分析项目外又增加了松散干容重一项.经反复测试研究,确定了以松散干容重≤0.95 g/cm3作为指标之一,与其他工业指标一起圈定矿层,成功地解决了矿体圈定及矿石质量评价问题.     

岩层厚度对碳酸盐岩构造裂缝面密度和分形分布的影响

岩层厚度对于碳酸盐岩构造裂缝的发育起到重要作用.新疆柯坪大湾沟、青松和蓬莱坝构造性质比较稳定,剖面的构造裂缝测量结果统计分析表明,碳酸盐岩构造裂缝面密度与层厚呈负相关关系,层厚越大,构造裂缝面密度越小,但裂缝规模较大;随着层厚减薄,构造裂缝面密度线性增大,但裂缝规模较小.碳酸盐岩构造裂缝具有良好的分形特征,统计结果显示...     

高密度采集地震资料对缝洞型储层预测精度的影响分析

四川盆地蜀南地区下二叠统茅口组缝洞型储层具有强烈的非均质性特征,而且埋藏相对较深,信噪比和分辨率较低,地震预测的难度大。这里通过模型正演,分析不同道距二维地震资料对茅口组单缝洞体储层的分辨能力,并且在资料处理中,研究了高密度地震资料对抑制空间假频,以及提高横向分辨率的影响,最后通过实际资料对比和速度反演,进一步分析证实了高密度采集地震资料,能够有效提高缝洞型储层的预测精度。     

努力提高三维地震勘探精度，为西部煤炭工业做出新贡献

以国家重大产业技术开发专项“西部煤炭资源高精度三维地震勘探技术”项目的由来、意义和总体研究目标为引,概括的介绍了项目依托工程中各个专项技术研究完成情况,并对非均匀介质成像技术、高精度三维地震静校正技术、高密度采集技术、特观技术、岩性反演技术、属性体解释技术等六项重大关键技术取得的突破性进展进行了重点说明。指出随着我国煤炭生产重点的逐步西移,应加强诸如叠前、叠后深度偏移技术的研究,以解决复杂山区三维地震面元内地震反射波散射问题,提高其三维地震勘探精度,为西部煤炭工业做出新贡献!     

Updated normalized load-settlement model for full-scale footings on granular soils

The design of spread footings on granular soils is generally governed by serviceability requirements. Recent studies have utilized databases of load tests to investigate the use of normalized load-settlement curves to model the behavior of footings on sands. A major limitation of available databases is that they are based primarily on data from plate load tests or footings that have an equivalent width smaller than 1.0 m. There is a need to confirm the applicability of these curves to footings of practical scale. The main objective of this paper is to update available normalized load-settlement curves using point measurements of settlement and load from full-scale footings. Bayesian techniques are employed in the updating process. Results indicate that the updated normalized load-settlement relationship is slightly more conservative but less uncertain than the current relationship. Results from an illustrative example involving serviceability limit state reliability analyses using footings with widths ranging from 1.5 to 3.0 m indicated that the updated relationship resulted in a slightly higher reliability level compared to the prior relationship.     

NaCl—H_2O溶液包裹体的密度式和等容式及其应用

由于含盐类包裹体不能应用现有的状态方程求解,作者根据实验数值,采用最小二乘法等,得到含盐度(wt%)≤25的NaCl-H_2O溶液包裹体的密度式和等容式。只要测定出包裹体的均一温度和含盐度,代入密度式,即可计算包裹体中的流体密度。再由此密度、含盐度的等容式,进一步可求得包裹体的形成温度和压力。最后,作者列举了三个实例。     

岩浆密度及其重要意义

本文通过计算不同构造环境的原生玄武岩岩浆密度,首次提出了两种原生玄武岩浆密度类型:岛弧玄武岩浆(AB)密度类型(Ⅰ);WB MORB岩浆密度类型(Ⅱ)。指出Ⅰ型岩浆密度受控于岩浆起源的fO2和fH2O条件;Ⅱ型岩浆密度则与岩浆起源压力有关。原生岩浆密度可作为判定岩浆产出的地球动力学背景的重要标志之一。考察岩浆密度与压力的关系,指出原生玄武岩浆密度在一定程度上控制了岩浆房的发育部位(深度),制约了岩浆结晶的温压条件,并对岩浆侵位与喷发产生重要影响。在岛弧地区,岩浆密度与地壳厚度变化严格地控制着岛弧岩石系列(Tb-CA-Sh)的时空演变,决定了岩浆的演化途径和结晶条件。利用岩浆密度资料,反演并建立了义敦岛弧区的地壳双层结构模式。     

A Reliability Based Expert System for Assessment and Mitigation of Landslides Hazard Under Seismic Loading

Different models were developed for evaluating the probabilistic three-dimensional (3-D) stability analysis of earth slopes and embankments under earthquake loading using both the safety factor and the displacement criteria of slope failure.The probabilistic models evaluate the probability of failure under seismic loading considering the different sources of uncertainties involved in the problem. The models also take into consideration the spatial variabilities and correlations of soil properties. The developed models are incorporated in a computer program PTDDSSA.These analysis/design procedures are incorporated within a code named SARETL developed in this study for stability analysis and remediation of earthquake triggered landslides. In addition to the dynamic inertia forces, the system takes into consideration local site effects.The code is capable of assessing the landslide hazard affecting major transportation routes in the event of earthquakes and preparing earthquake induced landslide hazard maps (i.e., maps showing expected displacements and probability of slope/embankments failure) for different earthquake magnitudes and environmental conditions. It can also beused for proposing a mitigation strategy against landslides.     

高密度电法在湘西北岩溶石山区找水中的应用

湘西北岩溶石山区地质构造复杂，岩溶发育且具分布不均匀性，找水难度大，为提高含水构造的异常分辨力，各种物探方法的优化组合中，以高密度电法在确定最佳井位方面发挥了重要作用，它采集的数据量大，对异常特征反映灵敏度高，在湘西北不同的岩溶水文系统中找水，取得了成功的范例。     

逻辑回归模型在边坡稳定性分析中的应用

采用逻辑回归模型和确定性系数CF建立概率模型,使用收集到的22个边坡实例,将重度、内聚力、坡角、坡高、内摩擦角和孔隙压力比六个影响因子作为自变量,边坡状态作为因变量,应用SPSS取不同的滑坡概率P与不滑坡概率1-P的比值的自然对数Z进行回归分析。将获得的滑坡概率拟合模型反馈到样本参数上,对比其误差,选取Z=±10时的函数模型对另外8组边坡进行验证,证明预测模型的合理性。