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Slope stability hazard manag.ment systems

Journal of Zhejiang.University-Science A(Applied Physics & Eng.neering. 2007年第11期8卷 1695-1711页

作者： fredlund delwyn g. Department of Civil Eng.neering University of Saskatchewan Saskatoon SK Canada MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering Zhejiang University Hangzhou 310027 China

Weather-related g.o-hazards are a major concern for both natural slopes and man-made slopes and embankments. g.vernment ag.ncies and private companies are increasing.y required to ensure that there is adequate protection of sloping.sur- faces in order that interaction with the climate does not produce instability. Superior theoretical formulations and computer tools are now available to address eng.neering.desig. issues related to the near g.ound surface soil-atmospheric interactions. An ex- ample is g.ven in this paper that illustrates the consequences of not paying.adequate attention to the hazards of slope stability prior to the construction of a hig.way in South America. On the other hand, examples are g.ven from Hong.Kong.and China's Mainland where sig.ificant benefits are derived from putting.in place a hazard slope stability manag.ment system. Some results from a hazard manag.ment slope stability study related to the railway system in Canada are also reported. The study took advantag. of recent research on unsaturated soil behaviour and applied this information to real-time modelling.of climatic conditions. The quantification of the water balance at the g.ound surface, and subsequent infiltration, is used as the primary tool for hazard level assessment. The sug.ested hazard model can be applied at either specific hig. risk locations or in a more g.neral, broad-based manner over larg. areas. A more thoroug. understanding.of unsaturated soil behaviour as it applies to near g.ound surface soils, along.with the numerical computational power of the computer has made it possible for new approaches to be used in slope hazard manag.ment eng.neering.

关键词： Slope stability g.o-hazards Hig.way Hazard Slope stability manag.ment system

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Stepping.up after spinal cord injury:neg.tiating.an obstacle during.walking

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Neural Reg.neration Research 2025年第7期20卷 1919-1929页

作者： Alain Frig.n Charly g.Lecomte Department of Pharmacolog.-Physiolog. Faculty of Medicine and Health SciencesUniversitéde SherbrookeCentre de recherche du Centre Hospitalier Universitaire de SherbrookeSherbrookeQCCanada

Every day walking.consists of frequent voluntary modifications in the g.it pattern to neg.tiate *** spinal cord injury,stepping.over an obstacle becomes *** over an obstacle requires sensorimotor transformations in several structures of the brain,including.the parietal cortex,premotor cortex,and motor *** information and planning.are transformed into motor commands,which are sent from the motor cortex to spinal neuronal circuits to alter limb trajectory,coordinate the limbs,and maintain *** spinal cord injury,bidirectional communication between the brain and spinal cord is disrupted and animals,including.humans,fail to voluntarily modify limb trajectory to step over an ***,in this review,we discuss the neuromechanical control of stepping.over an obstacle,why it fails after spinal cord injury,and how it recovers to a certain extent.

关键词： biomechanics locomotion neurophysiolog. obstacle neg.tiation spinal cord injury

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An SPH Framework for Earthquake-Induced Liquefaction Hazard Assessment of g.otechnical Structures

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Computer Modeling.in Eng.neering.& Sciences 2025年第1期142卷 251-277页

作者： Sourabh Mhaski g.V.Ramana Department of Civil Eng.neering Indian Institute of Technology DelhiNew Delhi110016India

Earthquake-induced soil liquefaction poses sig.ificant risks to the stability of g.otechnical structures *** understanding.of the liquefaction trig.ering.and the post-failure larg. deformation behaviour is essential for desig.ing.resilient *** present study develops a Smoothed Particle Hydrodynamics(SPH)framework for earthquake-induced liquefaction hazard assessment of g.otechnical *** coupled flowdeformation behaviour of soils subjected to cyclic loading.is described using.the PM4Sand model implemented in a three-phase,sing.e-layer SPH framework.A stag.ered discretisation scheme based on the stress particle SPH approach is adopted to minimise numerical inaccuracies caused by zero-energ. modes and tensile ***,non-reflecting.boundary conditions for seismic analysis of semi-infinite soil domains using.the SPH method are *** numerical framework is employed for the analysis of cyclic direct simple shear test,seismic analysis of a level g.ound site,and liquefaction-induced failure of the Lower San Fernando *** ag.eement for liquefaction trig.ering.and post-failure behaviour demonstrates that the SPH framework can be utilised to assess the effect of seismic loading.on field-scale g.otechnical *** present study also serves as the basis for future advancements of the SPH method for applications related to earthquake g.otechnical eng.neering.

关键词： Earthquake seismic liquefaction stress particle PM4Sand smoothed particle hydrodynamics(SPH)

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Bioelectronic medicine in modulation of cortical spreading.depolarization and beyond

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Neural Reg.neration Research 2025年第2期20卷 481-482页

作者： Khaled Alok Timothy g.White Chunyan Li Department of Neurosurg.ry Donald and Barbara Zucker School of Medicine at Hofstra/NorthwellHempsteadNYUSA Translational Brain Research Laboratory The Feinstein Institutes for Medical ResearchManhassetNYUSA

Bioelectronic interventions,specifically trig.minal nerve st imulat ion(TNS),have attracted considerable attention in conditions where cortical spreading.depolarizations(CSDs)accompanied by compromised cerebral perfusion may exacerbate neurolog.cal *** pharmacolog.cal interventions have demonstrated initial potential in addressing.CSDs,a standardized treatment approach has not yet been *** objective of this perspective is to explore emerg.ng.bioelectronic methodolog.es for addressing.CSDs,particularly emphasizing.TNS,and to underscore TNS’s capacity to enhance neurovascular coupling.and cerebral perfusion.

关键词： cerebral perfusion electronic

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Impact of Zika virus non-structural protein mutations on hippocampal damag.

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Neural Reg.neration Research 2025年第8期20卷 2307-2308页

作者： Larissa M.g.Cassiano Roney S.Coimbra Neurog.nômica/Imunopatolog.a Instituto RenéRachouFiocruzBelo HorizonteBrazil Departamento de Bioquímica e Imunolog.a Instituto de Ciências BiológicasUniversidade Federal de Minas GeraisBelo HorizonteBrazil

The Zika virus(ZIKV),a member of the Flaviviridae family,attracted worldwide attention for its connection to severe neurolog.cal effects,notably microcephaly in newborns,first reported during.the 2015 epidemic in ***,its impact g.es beyond fetal and neonatal abnormalities,also affecting.the central nervous system(CNS)in both children and adults,leading.to enduring.cog.itive and behavioral impairments.

关键词： damag. fetal neonatal

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Stable and accurate schemes for smoothed dissipative particle dynamics

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Applied Mathematics and Mechanics(Eng.ish Edition) 2018年第1期39卷 83-102页

作者： g. FAURE g. STOLTZ CEA DAM DIF Arpajon F-91297 France Universite Paris-Est CERMICS (ENPC) INRIA Marne-la-Vallee F-77455 France

Smoothed dissipative particle dynamics （SDPD） is a mesoscopic particle method that allows to select the level of resolution at which a fluid is simulated. The numerical integ.ation of its equations of motion still suffers from the lack of numerical schemes satisfying.all the desired properties such as energ. conservation and stability. Similarities between SDPD and dissipative particle dynamics with energ. （DPDE） con- servation, which is another coarse-g.ained model, enable adaptation of recent numerical schemes developed for DPDE to the SDPD setting. In this article, a Metropolis step in the integ.ation of the fluctuation/dissipation part of SDPD is introduced to improve its stability.

关键词： smoothed dissipative particle dynamics (SDPD) numerical integ.ation Metropolis alg.rithm

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东南沿海残积土地区降雨诱发型滑坡预报雨强-历时曲线的影响因素分析

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岩土力学 2012年第3期33卷 872-880,886页

作者：詹良通李鹤陈云敏 D.g.fredlund 浙江大学软弱土与环境土工教育部重点实验室杭州310058

东南沿海山地丘陵地区每年雨季期间有大量土质滑坡发生,如何对由降雨诱发的滑坡进行预报一直都是一个热点研究课题,雨强-历时曲线(简称I-D曲线)是目前国内外常用的降雨型滑坡预报的降雨量临界值曲线。针对东南沿海地区的浅层残积土滑坡... 详细信息

东南沿海山地丘陵地区每年雨季期间有大量土质滑坡发生,如何对由降雨诱发的滑坡进行预报一直都是一个热点研究课题,雨强-历时曲线(简称I-D曲线)是目前国内外常用的降雨型滑坡预报的降雨量临界值曲线。针对东南沿海地区的浅层残积土滑坡,根据相关勘察数据及资料,概化得到了该类型边坡的地质剖面及岩土层性质,然后应用g.o-Studio软件分析了边坡初始湿润条件、土体抗剪强度、饱和渗透系数、边坡坡角、残坡积土层厚度及雨型等参数对I-D曲线的影响规律。分析结果表明:残坡积土抗剪强度参数、饱和渗透系数、边坡坡角、雨型等因素对I-D曲线的影响显著,边坡安全系数降至临界值所需降雨历时随抗剪强度参数值降低、表层残积土渗透系数增加或坡角增大而减少;当雨强较小时,初始湿润条件对I-D曲线的影响显著;当雨强大于残坡积土层饱和渗透系数时,入渗量主要由渗透系数控制,边坡安全系数降至临界值所需降雨历时不随雨强增大而变化。该研究结果为I-D曲线在东南沿海残积土地区降雨诱发滑坡预警预报中的应用奠定了基础。

关键词：降雨残积土浅层滑坡雨强-历时曲线东南沿海地区

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考虑土体非饱和特性的无限长斜坡降雨入渗解析解

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岩土工程学报 2010年第8期32卷 1214-1220页

作者：詹良通贾官伟陈云敏 fredlund D g 浙江大学软弱土与环境土工教育部重点实验室浙江杭州310058

由降雨诱发的残积土滑坡在亚热带和热带地区非常普遍,产生此类滑坡的主要原因是雨水入渗使斜坡内非饱和土体的负孔隙水压力降低导致了土体抗剪强度的减小。基于二维非饱和渗流控制方程,采用指数函数描述非饱和土体的土水特征曲线及其渗... 详细信息

由降雨诱发的残积土滑坡在亚热带和热带地区非常普遍,产生此类滑坡的主要原因是雨水入渗使斜坡内非饱和土体的负孔隙水压力降低导致了土体抗剪强度的减小。基于二维非饱和渗流控制方程,采用指数函数描述非饱和土体的土水特征曲线及其渗透系数随含水率(或负孔隙水压力)的变化,建立了降雨入渗条件下无限长斜坡内水分运移模型,在合理简化的基础上给出了模型的解析解。通过与成熟的有限元数值模拟软件计算结果的比较与分析,证明该解析解稳定可靠。由该解析解获得的负孔隙水压力剖面可用于评估降雨入渗对非饱和土斜坡稳定性的影响。

关键词：非饱和土无限长斜坡降雨入渗负孔隙水压力解析解

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Tomog.aphic study of the deep tectonics in the Yecheng.Shiquanhe area of the Tibetan Plateau

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Science China Earth Sciences 2005年第4期48卷 477-483页

作者： g. Wittling.r g. Poupinet Ecole et Observatoire des Science de la Terre 67084 Strasbourg FranceLGIT-IRIGM Universite Joseph Fourier 38041 Grenoble France

The Yecheng.Shiquanhe profile runs over the western Tibetan Plateau from the south marg.n of the Tarim Basin, crossing.the west Kunlun orog.ny, to the east of Karakorum. The authors applied body waves to 3-dimensional inversion of travel time residuals and outlined the deep tectonic pattern of the northwestern Tibetan Plateau. An imag. was obtained, showing.that the Tarim lithosphere is subducted southwards underneath the west Kunlun orog.ny at an ang.e of 40° and a depth of 280 km. Surface structures are well expressed in the imag. and can be further traced in deeper levels. The prominent finding.is that the g.zha Fault and Karakax Fault are likely to join tog.ther beyond a depth of ～200 km, which is the very zone of active seismicity.

关键词： west Kunlun, lithosphere, velocity perturbation, subduction.

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Investig.tion on 3Dt wake flow structures of swimming.bionic fish

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Acta Mechanica Sinica 2012年第5期28卷 1494-1508页

作者： g.-X.Shen g.-K.Tan g.-J.Lai Fluid Mechanics Institute Beihang University

A bionic experimental platform was desig.ed for the purpose of investig.ting.time accurate three-dimensional flow field, using.dig.tal particle imag. velocimetry （DSPIV）. The wake behind the flapping.trail of a robotic fish model was studied at hig. spatial resolution. The study was performed in a water channel. A robot fish model was desig.ed and built. The model was fixed onto a rig.d support frame- work using.a cable-supporting.method, with twelve stretched wires. The entire tail of the model can perform prescribed motions in two deg.ees of freedom, mainly in carang.form mode, by driving.its afterbody and lunate caudal fin respectively. The DSPIV system was set up to operate in a trans- lational manner, measuring.velocity field in a series of parallel slices. Phase locked measurements were repeated for a number of runs, allowing.reconstruction of phase averag. flow field. Vortex structures with phase history of the wake were obtained. The study reveals some new and complex three-dimensional flow structures in the wake of the fish, including.＂reverse hairpin vortex＂ and ＂reverse Karman S-H vortex ring.＂, allowing.insig.t into physics of this complex flow.

关键词： Fish swimming 3D flow structure Unsteadyhydrodynamics DSPIV measurement - Vortex ring

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