非均匀各向异性储层地震AVAZ响应模拟及分析

基于波动理论的各向异性反射率方法能够充分考虑地震波动力学特征。对单界面理论模型、实际非均匀各向异性模型分别进行正演模拟及分析,比较Ruger理论与反射率方法模拟结果的波动力学特征。结果表明,对于界面模型两种方法均能得到相同的计算结果,但对于实际非均匀各向异性介质,基于Ruger理论的算法受时间采样率的影响,而基于波动理论的反射率方法输入实际空间域模型,计算结果不受时间采样率的限制。     

北淮阳东段西汤池岩体地球化学特征、锆石U-Pb定年及成因

西汤池岩体位于安徽北淮阳地区舒城县西汤池一带。西汤池似斑状二长花岗岩具高硅、富碱质特征,为铝饱和碱性系列岩石。稀土元素含量中等,(La/Yb)_N与HREE/LREE值较高,重稀土相对轻稀土亏损明显,Eu呈弱负异常,属轻稀土富集型。大离子亲石元素(Rb、K、La、Nd等)明显富集,而高场强元素(Nb、Ta、P、Ti等)亏损。通过LA-ICP-MS锆石U-Pb定年,获得西汤池二长花岗岩~(206)Pb/~(238)U年龄为(125.5±1.6)Ma,为早白垩世岩浆活动的产物。基于前人关于北淮阳地区区域地质背景方面的研究成果和本次地球化学构造环境判别方面的研究,认为西汤池二长花岗岩属A_1型花岗岩,形成于后碰撞的伸展构造环境。     

漠河盆地西部二十二站组碎屑锆石U-Pb年龄、地球化学特征及其物源意义

大兴安岭北部漠河盆地内广泛发育二十二站组,其形成时代及物质来源一直以来备受争议.本文在野外地质调查及岩相学的基础上,利用碎屑锆石LA-ICP-MS U-Pb法测年,并结合岩石地球化学等方法,探讨了二十二站组形成时代、物源区大地构造环境及沉积物来源.测年结果显示132个测点年龄主要分布在4个群落,分别为508.3～492.3 Ma;486.9～435.5 Ma;278.3～254.2 Ma;209.5～178.1 Ma.本次获得二十二站组最小碎屑锆石年龄为178.1 Ma,并结合漠河盆地东西部碎屑锆石的年龄,综合认为二十二站组形成时代应为中晚侏罗世.地球化学分析结果显示,二十二站组砂岩的稀土元素与活动大陆边缘的稀土元素曲线吻合较好,且相对亏损高场强元素(Nb和Ta)和大离子亲石元素(Ba和Sr),相对富集高场强元素(La、Th、Zr、Hf),地球化学特征与活动大陆边缘相似.综合古流向、源区母岩分析、碎屑锆石测年分析、微量元素特征等诸多因素,本次研究认为本区二十二站组砂岩的母岩主要来源于盆地南缘广泛分布的前中生代沉积-变质基底(兴华渡口岩群、佳疙瘩组、额尔古纳河组等)及各期中酸性火成岩.     

Monotonic and cyclic characteristics of K0-Consolidated saturated soft clay under a stress path involving a variable confining pressure

In certain field conditions such as offshore projects under wave loads or embankments under traffic loads, both the vertical and horizontal stresses are variable. However, previous investigations rarely considered the variation in horizontal stress. To better understand the characteristics of natural saturated soft clay, a series of monotonic and cyclic triaxial tests with a K₀-consolidation state were carried out under a variable confining pressure (VCP) stress path. The development of axial strain, pore water pressure and effective stress path is analysed. The results show that with the increase in η (the ratio of the variation in the mean effective principal stress to that of the deviatoric stress), the undrained shear strength (q_f) decreases continuously. The pore water pressure generation is slightly improved under a stress path with increasing confining pressure. Based on the test results, a unified formula was established to predict the pore water pressure under VCP stress paths. The unique p–q–e relationship of normally consolidated clay in monotonic VCP triaxial tests was also demonstrated. Under VCP stress paths, the amplitude of the pore pressure increases, and the effective stress path tilts more sharply to the right. Moreover, a unified formula was established that can provide a good reference for predicting effective stress paths under cyclic VCP triaxial tests.

     

国家数字地震台数据处理研究

为了突显被淹没在噪声背景下的有用信息,对国家数字地震台的数据处理方法进行了研究,并用Matlab程序给出了详细的设计过程。     

2005年云南会泽、文山5.3级地震短临预报及再认识

2005年8月5日、8月13日云南会泽、文山分别发生5．3级地震。震前,前兆各学科出现不同程度的异常变化,异常台项达30多项,并呈现非线性上升趋势。据此,震前对这两次地震做出了短临预报。震后对两次地震的震前异常做了进一步分析研究,认为异常主要分布在距离震中20～180km范围内,集中出现在震前2个月。水温异常对发震地点有一定的指示意义。     

新疆S214公路台特玛湖干涸湖盆段风沙危害及防治

新疆S214（考干-米兰,考米线）公路位于库鲁克塔格沙漠东南缘,穿越台特玛湖干涸湖盆。由于该区气候干旱,风力强劲,沙源丰富,流动沙丘广布且快速移动,风沙危害对公路运输构成严重威胁。通过对风沙环境和风沙危害定位观测和土壤水盐特征系统调查,确定了风沙危害极为严重的公路区段,提出了合理的风沙防护措施及防沙体系结构。结果表明：该区具有明显的单风向风况,主要盛行ENE和NE风,偶有反向风沙活动,起沙风频率、输沙势、输沙率极高,属于高能-大比率风能环境;受土壤水分、盐分含量影响,地表紧实度差异较大,部分地段为极疏松的沙层,部分地段为紧实的盐壳;S214公路风沙危害防护区段为K4+900~K18+200,设计建造的阻-固-输相结合的机械-植物复合防沙体系,防沙效果明显,保障了道路安全运营。这一强风沙、高盐区公路防沙体系建设模式可为类似环境地区工程防沙提供借鉴。     

Application of flocculation combined with vacuum preloading to reduce river-dredged sludge

Abstract

To achieve the rapid dewatering of dredged sludge, the flocculation–vacuum-preloading method was tested indoors. In this study, the optimal mixing ratio of six flocculants was determined through the settling column test, and then the proposed method was tested. The water drainage and settlement were monitored during the test, while the soil moisture content and shear strength were measured after the test. The results show that all the flocculants had an optimal mixing ratio, and the addition of 0.8% FeCl₃ or 0.08% anionic polyacrylamide (APAM) in the sludge can better accelerate solid–liquid separation of the sludge. After the test, the water content in the sludge decreased from 140% to 60%. Compared with general vacuum preloading, the use of the proposed method increased the water drainage by 46.5% and 56.8% and decreased the soil volumes by 60.5% and 82.4% for FeCl₃ and APAM, respectively. Moreover, the corresponding shear strength was increased from 10 to 14 and 17?kPa. In addition, the use of APAM increased the solidification rate of heavy metals in the sludge to more than 80%, effectively inhibiting the migration of heavy metals.     

A Thermo–Hydro–Mechanical Model: Capturing the Effects of Initial Permeability and Gas Pressure on Outburst-Prone Indicators

Natural Resources Research - Coal and gas outbursts often result in a large number of casualties and economic losses. Its complex processes involve the multi-field coupling of gas flow, coal...