绿洲-沙漠复合地表条件下的局地和有效粗糙度

地表空气动力学粗糙度是研究水平非均匀条件下陆面过程的基础,文中对黑河试验区各不同下垫面上地表空气动力学粗糙度进行了估算和分析,分别得到了地表空气动力学粗糙度ｚ０ｍ的有效值和局地值,发现各不同典型下垫面的局地ｚ０ｍ值明显不同,尤其在有作物存在时,绿洲的局地ｚ０ｍ值比沙漠、戈壁的值明显要大;而对同一测站,有效空气动力学粗糙度比局地空气动力学粗糙度值明显要大,运用应力分解理论对这种差异进行了解释,认为有效空气动力学粗糙度与复合表面的总应力有关,其代表了较大水平尺度内的表面和较高障碍物的综合作用,当涉及对陆表通量参数化问题时,必须首先确定水平尺度及相应的地表粗糙度参数     

反射波法检测水泥搅拌桩的可行性和方法研究

水泥搅拌桩作为桩基础的一种特殊形式,在软土地基地区已被广泛应用。由于其桩身纵波波速远低于混凝土桩的波速,且长径比一般较小及桩身均质性等问题,所以应用于混凝土桩的小应变反射波检测方法是否可以应用于对水泥搅拌桩进行检测,在测桩界尚存在分歧意见。作者从理论上分析了反射波法的本质,指出波阻抗差异,分辨率和波长的关系是反射波法的要害。本文讨论了长径比的实际意义及其与一维波动理论的关系．提出了水泥搅拌桩“桩身质量“的新观点。从理论分析和实际检测结果资料的讨论出发．肯定了反射渡完全可以对水泥搅拌桩进行检测,并总结了实际检测过程中的方法技术。     

Research on percolation model and criticality of seismicity

IntroductionEarthquakepredictionisamainobjectiveintraditionalseismicitystUdy,whichistoattempttofindsomecriterionofprecursoryearthquakeactivitybycomparingdifferentpatternsofseismicityinhopesofpredictingoccurrenceofamajorshock.Theresultisoftendisappointing.Preearthquakeactivitiescandiffergreatlyforimpendingearthquake,althoughalltheruptureprocessesoflargeearthquakesareessentiallythesameasfarasweknowsofar.Asalreadydiscussedintheresultofresearchonseismicityevolution(Gu,Sun,1992),theself-enlargeme…     

Research on propagation properties of elastic waves in two-phase anisotropic media

IntroductionItiswellknownthatanisotropylieswidelyintheundergroundmedia.Anisotropicmediawhicharemetintheseismicengineeringandseismicexplorationofenergyaremainlycausedbytheperiodicthinlayers(PTL)andextensivedilatancyanisotropy(EDA).Insuchmedia,anisotropyleadstomorecomplicatepropagationofseismicwave,thesignificantfeatureinanisotropicmediaisvelocityanisotropy.Infact,undergroundstrataareverycomplicated,whichareusuallycomposedofsolidframeandfluid(suchasoil,gasesorwater)inpores.Inordertostudyseism…     

大庆台网记录地震震相滞后问题的研究

本文主要分析了大庆台网记录地震Ｐｇ震相滞后的现象,探讨大庆台网Ｐｇ震相的滞后程度及引起震相滞后的原因。     

Analysis of Interaction of Plane Waves with Multiple Circular Cylinders

The interaction of water waves with multiple circular cylinders is analysed briefly in this paper.The formula obtained by Linton and Evans is improved to introduce a relation of phase between cylinders.The condition for the existence of the solution has been proved.The numerical results are compared with ana-lytic solutions(Linton and Evans),numerical solutions and experimental data(Isaacson),and good agree-ment has been found.     

天然固体沥青的有机岩石学特征

简述了识别沥青的方法及其在显微镜下与均质镜质体的区别、沥青中出现的各种显微结构的特征及其对反射率的影响。根据沥青显微结构和光性特征划分了沥青的演化阶段。      

天然地震识别与震相自动拾取技术进展

震相拾取是地震数据处理过程中最基本的步骤之一。在传统的人工拾取技术不能满足庞大的地震数据处理需求的情况下,震相自动拾取技术从产生到发展至今经历了漫长的过程。本文回顾并总结了震相自动拾取技术的发展状况,重点介绍了长短时窗法、赤池准则法、模板匹配技术、基于自相关盲搜索的FAST法、S波偏振分析法、人工智能方法等,以及近年发展起来的多频率震相识别、全波形叠加、二次方自回归模型等方法,同时分析了每种方法的优势和局限性。     

A lumped parameter model for time‐domain inertial soil‐structure interaction analysis of structures on pile foundations

The paper presents a lumped parameter model for the approximation of the frequency‐dependent dynamic stiffness of pile group foundations. The model can be implemented in commercial software to perform linear or nonlinear dynamic analyses of structures founded on piles taking into account the frequency‐dependent coupled roto‐translational, vertical, and torsional behaviour of the soil‐foundation system. Closed‐form formulas for estimating parameters of the model are proposed with reference to pile groups embedded in homogeneous soil deposits. These are calibrated with a nonlinear least square procedure, based on data provided by an extensive non‐dimensional parametric analysis performed with a model previously developed by the authors. Pile groups with square layout and different number of piles embedded in soft and stiff soils are considered. Formulas are overall well capable to reproduce parameters of the proposed lumped system that can be straightforwardly incorporated into inertial structural analyses to account for the dynamic behaviour of the soil‐foundation system. Some applications on typical bridge piers are finally presented to show examples of practical use of the proposed model. Results demonstrate the capability of the proposed lumped system as well as the formulas efficiency in approximating impedances of pile groups and the relevant effect on the response of the superstructure.