Optimization and Parametrical Investigation to Assess the Reconstitution of Different Types of Indian Sand Using Portable Travelling Pluviator

By using the air pluviation technique, it is aimed to achieve the desired relative density with uniform void ratio throughout the specimen in order to maintain the homogeneity and to avoid the spatial variability. Further, in order to achieve the maximum deposition intensity, a systematic optimization study has been carried out rigorously in a test tank to determine the diameter of the orifice to be employed for the sieve plates of different porosity and the number of sieve plates to be installed in the diffuser sieve sets. The study has been conducted with four different patterns of sieves with different porosity to achieve a wide range of relative densities for four different uniformly graded Indian sands. The dynamic penetrometer which is considered to be one of the cost effective instruments has been efficiently used to determine the soil resistance at various locations of the test tank for every given height of fall in order to check the uniformity of placement density throughout the sand bed. The study reveals that the sand beds of different relative densities could be achieved using different patterns of diffuser sieves at optimum sand flow rate without compromising the uniformity. The effect of height of fall as well as porosity of diffuser sieves on the relative density of different sands has been studied in detail. The deposition intensity and the relative density obtained from the present study are compared with the values available in the literature.     

Assessment and Prediction of Liquefaction Potential Using Different Artificial Neural Network Models: A Case Study

Soil liquefaction as a transformation of granular material from solid to liquid state is a type of ground failure commonly associated with moderate to large earthquakes and refers to the loss of strength in saturated, cohesionless soils due to the build-up of pore water pressures and reduction of the effective stress during dynamic loading. In this paper, assessment and prediction of liquefaction potential of soils subjected to earthquake using two different artificial neural network models based on mechanical and geotechnical related parameters (model A) and earthquake related parameters (model B) have been proposed. In model A the depth, unit weight, SPT-N value, shear wave velocity, soil type and fine contents and in model B the depth, stress reduction factor, cyclic stress ratio, cyclic resistance ratio, pore pressure, total and effective vertical stress were considered as network inputs. Among the numerous tested models, the 6-4-4-2-1 structure correspond to model A and 7-5-4-6-1 for model B due to minimum network root mean square errors were selected as optimized network architecture models in this study. The performance of the network models were controlled approved and evaluated using several statistical criteria, regression analysis as well as detailed comparison with known accepted procedures. The results represented that the model A satisfied almost all the employed criteria and showed better performance than model B. The sensitivity analysis in this study showed that depth, shear wave velocity and SPT-N value for model A and cyclic resistance ratio, cyclic stress ratio and effective vertical stress for model B are the three most effective parameters on liquefaction potential analysis. Moreover, the calculated absolute error for model A represented better performance than model B. The reasonable agreement of network output in comparison with the results from previously accepted methods indicate satisfactory network performance for prediction of liquefaction potential analysis.     

早古生代古亚洲洋俯冲记录:来自东天山卡拉塔格高镁安山岩的年代学、地球化学证据

吐哈盆地南缘荒草坡群大柳沟组火山岩出露于大草滩断裂以北的彩霞山、土屋铜矿北和卡拉塔格地区。该组火山岩主要为基性、中酸性熔岩及火山碎屑岩组合。LA-ICP MS锆石U-Pb分析获得安山岩和英安岩的年龄分别为434.8±3.8Ma和438.4±4.9Ma,表明大柳沟组火山岩形成于早志留世。安山岩Si O2含量为54.35%~60.70%;Al2O3含量为11.8%~16.3%,Mg O含量为4.94%~8.27%,Ti O2含量为0.38%~0.52%,Na2O和K2O的含量分别为0.50%~3.83%和0.08%~1.26%,铝饱和指数(A/CNK)为0.77~1.37,低ΣREE(43×10-6~70×10-6),为具有亏损源区特征的高镁安山岩。英安岩较安山岩Si O2含量高(63.74%~75.35%),具有相似的Al2O3(12.3%~16.0%%)和Ti O2(0.32%~0.52%)含量;Na2O和K2O含量分别为2.01%~5.53%和0.16%~2.19%,ΣREE含量较安山岩略高(61×10-6~84×10-6),铝饱和指数(A/CNK)为0.77~5.74。安山岩和英安岩均轻重稀土分异明显,具有中等的Eu负异常;富集大离子亲石元素(LILE),亏损高场强元素(HFSE),具有明显的Nb-Ta-Ti负异常。相似的岩石地球化学特征表明安山岩和英安岩可能为同源岩浆,英安岩是安山质岩浆经过角闪石等矿物结晶分异作用形成的,安山岩的母岩岩浆很可能来自亏损大洋岩石圈地幔。基于该组岩石组合、地球化学特征和区域地质资料,推测研究区高镁安山岩可能形成于洋内弧环境,这表明东天山吐哈盆地南缘卡拉塔格地区在早古生代已经存在古亚洲洋的俯冲。     

福建龙海土壤垂向剖面元素分布特征

基于福建省龙海市4类典型成土母质的垂向土壤剖面样品分析数据,研究了常量组分和微量元素含量及剖面分布特征。结果表明:研究区在温暖湿润气候条件下,化学风化作用强烈,Ca、Mg、Na、Si、K淋失贫化,含量明显低于全国均值,Al、Fe则相对富集,风化淋溶系数(ba)和硅铝铁率(Saf)值远低于全国土壤,土壤风化程度达到脱硅富铝铁阶段,花岗岩类成土母岩区风化作用尤为强烈;剖面土壤环境质量总体较好,微量元素含量与成土母质密切有关,九龙江口冲海积成因(剖面1)土壤重金属含量明显高于其他3个剖面;多数微量元素垂向分布受常量组分的控制,As、Cd、Cu、Hg、Pb、Zn与土壤中Fe等组分具有显著正相关性。因表层土壤中细粒黏质组分随地表径流淋失或下渗迁移,导致表层土壤低Fe、Al和重金属元素;在生物地球化学循环和人为污染的影响下,Hg、Cd、Pb、Zn等在表层土壤呈富集特征;多数重金属元素的相对富集系数小于1.0,且表层土壤无明显富集特征,认为除Hg、Pb等少数重金属元素外,其他元素受人为污染影响较小。     

Coupled Model of Two-phase Debris Flow, Sediment Transport and Morphological Evolution

The volume fraction of the solid and liquid phase of debris flows,which evolves simultaneously across terrains,largely determines the dynamic property of debris flows. The entrainment process significantly influences the amplitude of the volume fraction. In this paper,we present a depth-averaged two-phase debris-flow model describing the simultaneous evolution of the phase velocity and depth,the solid and fluid volume fractions and the bed morphological evolution. The model employs the Mohr–Coulomb plasticity for the solid stress,and the fluid stress is modeled as a Newtonian viscous stress. The interfacial momentum transfer includes viscous drag and buoyancy. A new extended entrainment rate formula that satisfies the boundary momentum jump condition(Iverson and Ouyang,2015) is presented. In this formula,the basal traction stress is a function of the solid volume fraction and can take advantage of both the Coulomb and velocity-dependent friction models. A finite volume method using Roe's Riemann approximation is suggested to solve the equations. Three computational cases are conducted and compared with experiments or previous results. The results show that the current computational model and framework are robust and suitable for capturing the characteristics of debris flows.     

三峡工程对宜昌-监利河段水温情势的影响分析

三峡工程蓄水使得下游长江河道水温情势发生显著变化,并对下游生态环境产生重要影响。基于宜昌水文站14年的实测资料,采用纵向一维水温模型模拟分析了宜昌至监利300 km河道水温变化过程,探讨了不同蓄水期三峡工程下泄水温变化对坝下鱼类产卵场的影响程度。结果表明:①三峡工程蓄水后宜昌断面水温出现了平坦化及延迟现象,低温水和高温水效应明显;175 m蓄水期宜昌断面4月、12月,水温分别较蓄水前改变-4.3℃、3.7℃。②三峡工程的运行使得下游河道水气热交换量发生变化,但干流流量较大使得水温沿程恢复效果较弱;工程调蓄对坝下河段的影响占主导作用,三峡工程调蓄对监利断面4月、12月存在-3.2℃、3.0℃的温度影响。③三峡工程蓄水后,宜昌中华鲟产卵场冬季20.0℃的水温出现时间推迟1~4旬,监利四大家鱼产卵场春季18.0℃的水温出现时间推迟1~3旬,并随着蓄水位的抬升,推迟幅度逐渐加大。     

关于峨眉山大火成岩省一些问题的研究现状

峨眉山大火成岩省(ELIP)位于扬子板块西缘,是我国唯一被国际学术界认可的大火成岩省,受到国内外学者的广泛关注。主要围绕峨眉山玄武岩喷发前的隆升剥蚀情况、喷发时限、地幔柱的轴部位置等争议性问题进行探讨,总结了前人的研究成果。由于地幔柱和岩石圈之间相互作用的复杂性,加之地幔柱模型的不完善,峨眉山地幔柱活动在地表的真实响应也许更复杂。在今后的研究中,应该加强不同学科间的相互合作,着重研究地球深部动力学过程以及地球系统各圈层的相互作用。     

黑龙江饶河枕状玄武岩地质、地球化学特征及其构造属性

为了确定饶河玄武岩的构造属性,在野外地质观察的基础上,对玄武岩进行岩石学研究和地球化学分析。玄武岩具有典型的枕状构造、淬冷边、中空骸晶和鬣刺结构等特征,反映其形成于海底喷发环境。化学分析样品具有高TiO_2、MgO和低Al_2O_3、CaO、P_2O_5、K_2O等特征,富集大离子亲石元素(Rb、Sr和Ba),微量元素蛛网图呈向上隆起形态,稀土元素配分曲线为右倾型(∑LREE/∑HREE为5.8~6.5),无δEu异常(0.92~0.97),表明样品具有洋岛玄武岩特征。主量和微量元素构造环境判别图指示了样品形成于洋岛或板内环境。样品与亚速尔型和夏威夷型洋岛玄武岩地球化学特征对比,表现出明显的夏威夷型洋岛玄武岩特征。岩石源区分析揭示出岩浆具有地幔热柱起源,并有先期交代地幔熔体的混入,岩浆源区还受壳幔循环的影响。研究表明,饶河枕状玄武岩为夏威夷型洋岛玄武岩,形成于洋壳消减阶段的洋中脊轴外板内喷发环境,为饶河地区存在成熟的洋盆提供直接证据。结合区域研究成果,认为饶河地区经历了古太平洋板块的扩张、洋中脊轴外板内地幔柱上涌、洋壳俯冲消减以及向佳木斯地块仰冲增生的构造演化过程。     

东昆北成矿带冰沟南铜镍矿辉长岩地球化学特征

通过对东昆北成矿带冰沟南铜镍矿辉长岩的全岩地球化学进行分析,以确定该岩体的岩石成因及其形成的构造环境。冰沟南辉长岩SiO_2的含量为49.72%~51.58%,岩石系列为钙碱性。稀土元素球粒陨石分配模式为轻稀土略富集型,δEu为1.26~1.54,轻微正Eu异常。岩石富集大离子亲石元素(LILE)Rb、Ba、K,相对亏损P。岩体中的La/Sm、Th/La和Nb/U比值显示在就位过程中经历了一定程度的地壳混染。研究认为,岩体的岩浆源区为亏损地幔。结合区域演化,认为岩体形成于碰撞后伸展的背景。     

内蒙古塔尔气地区中酸性脉岩的地球化学特征及成因

对塔尔气地区中酸性脉岩的地质特征、锆石U-Pb年龄及地球化学特征进行了研究,并讨论了该地区中酸性脉岩的形成时代、成因及构造环境。锆石U-Pb测年结果表明,这些中酸性脉岩形成于早白垩世141.4~136.0 Ma和136.5~126.4 Ma两个阶段。其中中性脉岩具有中硅、富碱、准铝质(A/CNK=0.80~0.92)的特点,属于高钾钙碱性准铝质岩石,无Eu负异常;而酸性脉岩则表现出高硅、富碱、弱过铝质(A/CNK=1.03~1.24)的特点,属于高钾钙碱性系列,大多具有明显的Eu负异常。综合区域地质资料分析,塔尔气地区中性脉岩与酸性脉岩可能为两次岩浆事件的产物,形成于伸展构造环境。