内蒙古敖汉旗艮兑营子地区三面井组层序地层     

赵亮  邢德和  陈井胜  杨佳林  刘淼  张志斌 《世界地质》2015,34(1):97-101

内蒙古赤峰敖汉旗艮兑营子附近二叠系地层比较发育,下二叠统三面井组为一套陆源碎屑岩组合,在区域上较为特殊。在野外实测剖面的基础上,根据岩石组合特征、组构特征、垂向变化规律,将三面井组划分为一个Ⅲ级层序,两个Ⅳ级层序,六个Ⅴ级层序(高频旋回层序)。  相似文献   

塔里木盆地显生宙古隆起的分布及迁移   总被引：4，自引：0，他引：4  

何碧竹  焦存礼  许志琴  蔡志慧  刘士林  张建新  李海兵  张淼 《地学前缘》2015,(3):277-289

塔里木盆地属于多期叠合盆地,存在多期不整合与古隆起构造,二者的形成及发育密切相关。利用钻井、地震、野外露头等综合资料,开展了盆地尺度的构造层、不整合结构构造、累积最小生长指数分析,进一步了解盆地内多个古隆起的分布、成因及隆升过程,特别是和田、塔中、塔北、巴楚、塔东古隆起及其内部的形成演化。发现盆地内不同时期古隆起构造变形和展布与盆地周缘造山带构造作用相响应。早古生代以来盆地内古隆起经历了6次大的迁移,每次迁移的动力来源于该时期盆地周缘的板块边缘或造山带的构造活动。根据隆起形成的主控因素,塔里木盆地古隆起主要可分为4种成因类型,包括断控隆起、继承性隆起、前陆盆地前缘隆起和构造古地理隆起等。古隆起隆升的差异还体现在隆起区内不同部位上,对油气成藏有重要意义。  相似文献   

准噶尔盆地西北缘三叠系地层格架的建立——来自岩性、地震、测井及地化方面的证据     

何苗  李廷栋  张利伟  姚建新  游国庆  耿树方  吴小军 《地球学报》2015,36(2):151-160

准噶尔盆地西北缘三叠系一直是我国重要的油气攻关层位,然而其地层发育情况却长期存在争议,尤其是精细层位划分以及内部是否存在不整合界面的问题。本次研究结合了前人研究成果、岩性、测井、地震资料,并以野外露头研究为基础,通过对深底沟—大侏罗沟、花园沟、黑油山沟、吐孜沟、水库沟5条野外剖面的考察,识别出各类标志层以及J/T、T/C、T3/T2、T2k2/T2k1、S6/S7界线,认为三叠系内部并不缺失S2、S3(砂组,位于T2k2),并可区分出此二层位,随即建立起多个野外剖面的时空对应关系;此外,本次研究还通过不同岩性岩石测井响应特征将下三叠统划分为3段6砂组,将上三叠统划分为3段7砂组,将中三叠统则更细划分为2段7砂组14小层,并通过元素地层学方法对层位进行了局部检验。  相似文献   

Probability distribution and extreme value analysis of total suspended particulate matter in Kuwait     

Neelamani Subramaniam  Mane Al-Sudairawi  Ali Al-Dousari  Noor Al-Dousari 《Arabian Journal of Geosciences》2015,8(12):11329-11344

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Erratum to: Mobilization and redistribution of major and trace elements in a lateritic profile: the Sheikh-Marut deposit,NW Iran     

Ali Abedini  Ali Asghar Calagari 《Arabian Journal of Geosciences》2015,8(12):10883-10885

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Empirical modeling of plate load test moduli of soil via gene expression programming     

Ali Mollahasani  Amir Hossein Alavi  Amir Hossein Gandomi 《Computers and Geotechnics》2011

New empirical models were developed to predict the soil deformation moduli using gene expression programming (GEP). The principal soil deformation parameters formulated were secant (E_s) and reloading (E_r) moduli. The proposed models relate E_s and E_r obtained from plate load-settlement curves to the basic soil physical properties. The best GEP models were selected after developing and controlling several models with different combinations of the influencing parameters. The experimental database used for developing the models was established upon a series of plate load tests conducted on different soil types at depths of 1–24 m. To verify the applicability of the derived models, they were employed to estimate the soil moduli of a part of test results that were not included in the analysis. The external validation of the models was further verified using several statistical criteria recommended by researchers. A sensitivity analysis was carried out to determine the contributions of the parameters affecting E_s and E_r. The proposed models give precise estimates of the soil deformation moduli. The E_s prediction model provides considerably better results in comparison with the model developed for E_r. The simplified formulation for E_s significantly outperforms the empirical equations found in the literature. The derived models can reliably be employed for pre-design purposes.  相似文献   

A hybrid computational approach to formulate soil deformation moduli obtained from PLT     

Seyyed Mohammad Mousavi  Amir Hossein Alavi  Ali Mollahasani  Amir Hossein Gandomi 《Engineering Geology》2011,123(4):324

In this study, new empirical equations were developed to predict the soil deformation moduli utilizing a hybrid method coupling genetic programming and simulated annealing, called GP/SA. The proposed models relate secant (E_s), unloading (E_u) and reloading (E_r) moduli obtained from plate load–settlement curves to the basic soil physical properties. Several models with different combinations of the influencing parameters were developed and checked to select the best GP/SA models. The database used for developing the models was established upon a series of plate load tests (PLT) conducted on different soil types at various depths. The validity of the models was tested using parts of the test results that were not included in the analysis. The validation of the models was further verified using several statistical criteria. A traditional GP analysis was performed to benchmark the GP/SA models. The contributions of the parameters affecting E_s, E_u and E_r were analyzed through a sensitivity analysis. The proposed models are able to estimate the soil deformation moduli with an acceptable degree of accuracy. The E_s prediction model has a remarkably better performance than the models developed for predicting E_u and E_r. The simplified formulations for E_s, E_u and E_r provide significantly better results than the GP-based models and empirical models found in the literature.  相似文献   

An agent-based model for risk-based flood incident management   总被引：3，自引：1，他引：2  

Richard J. Dawson  Roger Peppe  Miao Wang 《Natural Hazards》2011,59(1):167-189

Effective flood incident management (FIM) requires successful operation of complex, interacting human and technological systems. A dynamic agent-based model of FIM processes has been developed to provide new insights which can be used for policy analysis and other practical applications. The model integrates remotely sensed information on topography, buildings and road networks with empirical survey data to fit characteristics of specific communities. The multiagent simulation has been coupled with a hydrodynamic model to estimate the vulnerability of individuals to flooding under different storm surge conditions, defence breach scenarios, flood warning times and evacuation strategies. A case study in the coastal town of Towyn in the United Kingdom has demonstrated the capacity of the model to analyse the risks of flooding to people, support flood emergency planning and appraise the benefits of flood incident management measures.  相似文献   

A new empirical estimator of coseismic landslide displacement for Zagros Mountain region (Iran)     

Ali M. Rajabi  Mohammad R. Mahdavifar  M. Khamehchiyan  V. Del Gaudio 《Natural Hazards》2011,59(2):1189-1203

Earthquake-induced landslides are responsible worldwide for significant socioeconomic losses and historically have a prominent position in the list of natural hazards affecting the Iran plateau. As a step toward the development of tools for the assessment and the management of this kind of hazard at regional scale, an empirical estimator of coseismic displacements along potential sliding surfaces was obtained through a regression analysis for the Zagros region, a mountainous Iranian region subjected to earthquake-induced landslides. This estimator, based on the Newmark’s model, allows to evaluate the expected permanent displacement (named “Newmark displacement”) induced by seismic shaking of defined energy on potential sliding surface characterized by a given critical acceleration. To produce regression models for Newmark displacement estimators, a data set was constructed for different critical acceleration values on the basis of 108 accelerometric recordings from 80 Iranian earthquakes with moment magnitudes between 3.6 and 7. The empirical estimator has a general form, proposed by Jibson (Eng Geol 91:209–218, 2007), relating Newmark displacement to Arias intensity (as parameter representing the energy of the seismic forces) and to critical acceleration (as parameter representing the dynamic shear resistance of the sliding mass). As an example of application, this relation was employed to provide a basic document for earthquake-induced landslide hazard assessment at regional scale, according to a method proposed by Del Gaudio et al. (Bull Seismol Soc Am 93:557–569, 2003), applied to the whole Iranian territory, including Zagros region. This method consists in evaluating the shear resistance required to slopes to limit the occurrence of seismically induced failures, on the basis of the Newmark’s model. The obtained results show that the exposure to landslide seismic induction is maximum in the Alborz Mountains region, where critical accelerations up to ~0.1 g are required to limit the probability of seismic triggering of coherent type landslides within 10% in 50 years.  相似文献   

海泡石改性及吸附Zn²⁺研究   总被引：1，自引：0，他引：1  

刘菁  邓苗  胡子文  史佳伟 《岩石矿物学杂志》2011,30(4):716-720

金属离子型无机抗菌剂具有安全性好、抗菌广谱、时效长和耐热等许多优良性能,在许多领域有广泛的应用价值。金属离子型无机抗菌剂由金属抗菌离子和无机载体材料组成,其抗菌性能与载体材料对抗菌金属离子的吸附量有关。本文初步研究了对海泡石进行酸改性及用海泡石载抗菌锌离子(Zn2+)的两种工艺方式对海泡石结构及载Zn2+量的影响。通过原子吸收发射光谱、X射线衍射、扫描能谱电子显微镜及傅立叶变换红外光谱等技术的分析表明,用体积浓度为5%的HCL,在70℃温度下对海泡石进行酸处理,在提高海泡石纯度,分散海泡石纤维束、使海泡石结构中孔隙扩大,进而达到更多载入Zn2+目的等方面都是十分必要和有效的方法;采用干湿循环方式将Zn2+载于海泡石能提高海泡石的载Zn2+量,但干湿循环方式操作更复杂,能耗更大,应视具体情况酌情选择使用。  相似文献