简介:AlthoughrainfallisrareontheLoessPlateauofwesternChina,landslidesoccurfrequentlythereinrainyseason.Surveysreportthatlandslidehazardsalwaysfollowheavyrains.Inthisstudy,aseepage-stresscouplingmodelforrainfallinducedlandslideisusedtoexamineanactualdisastrouseventinYulinbytheendofJuly,2017.Theeffectsofrainfallduration,rainfallintensityandsoilweakeningonslopestabilityarestudiedindetail.Theresultsillustratethatthesafetyfactordropssharplyatfirstandthenisgraduallydecliningtobelow1.05duringadditionaltwodaysofheavyrain.Withsoilstrengthsofteningconsidered,theslopewouldbemoreunstable,inwhichtheweakeninginsoilcohesionisfoundtobeamoresensitivefactor.
简介:Thestabilityofriverbankssubjecttoseepageisstudiedexperimentallyandtheoreticallyinthispaper.Byincludingseepageina3-dimensionaltheoreticalanalysis,thestudyfirstshowshowthecriticalslopeorangleofreposeofacohesionlessmaterialisrelatedtotheratioofthehydraulicgradientofseepagetoitscriticalvalueunderthefluidizationcondition.Thecriticalstableslopeisshowntoberelatedtonotonlythehydraulicgradientbutalsotheseepagedirection.Measuredlaboratorydatareasonablyfitwellwiththetheoreticalrelationshipforthecaseofinjectionandsuction.Thedatarevealthattheslopeisreducedwithinjectionandincreasedwithsuction,respectively.Additionally,thestudyidentifiestheseepagedirectionwhichresultsinaminimumcriticalstableslopeforacertainhydraulicgradientofseepage.
简介:柏油的具体核心(ACC)水坝广泛地在中国被造。许多ACC水坝执行井,而是其它在此处学习的西方的中国包括盒子经历了重要的漏。浸透不饱和的水流动的一个数字模特儿被适应通过水坝模仿渗出物。由在不同条件下面比较正常、反常的渗出物地,为实际反常渗出物地的主要原因被识别并且在转变地区(TZ)和下游的水坝壳在ACC和非计划中的、低渗透层(LPL)归因于一个缺点。这些结论与水坝的状况和表演一致。不适当的ACC构造过程可能在ACC引起了缺点。ACC厚度的一个突然的变化可能导致了压力集中并且引起了ACC失败。为TZ和水坝壳的材料来源从说明,和土壤阶段复杂、变化因为TZ不充分地被控制。特别地,测试证明渗透在水坝的这二部分在大范围上变化。意外LPL可能在两个区域存在,并且连续地延长。
简介:Themovementofwaterflowinunsaturatedfracturedrockwasinvestigatedwiththesandstonesamplethroughexperimentalresearchandnumericalsimulation.Theexperimentalresultsshowthatthearrivingtimeofwettingfrontisdelayedbythefracture,resultingintheincreaseofwatersaturationinthedomainontheupstreamsideofthefracture,whichwilllocallyenhancewaterflowthroughthematrix.Thenumericalsimulationwiththefinitevolumemethodcaptureseffectivelythesecharacteristics.Thecomparisonbetweensimulatedandobservedtraveltimeandarrivingtimeofwettingfrontshowsthattheirdifferenceareverysmallandthesimulatedresultsareinagreementwiththeobservedresults,whichimpliescalibratedparametersarereliableandeffective.Thenaccordingtothecalibratedparameters,fracturedmodelswereestablishedtoexaminehowthechangeoflargefracturedaperturewouldaffectthearrivingtimeofwettingfronts,pressureheadsandwatersaturationontheupstreamanddownstreamsidesoffracture.
简介:Undertheconditionthatallthestresscomponentsatacrack-tiparethefunctionsofθonly,makinguseofequilibriumequationsandhydrostaticstress-dependentyieldcondition,inthispaper,wederivethegenerallyanalyticalexpressionsofthehydrostaticstress-dependentperfectly-plasticstressfieldsatastationaryplane-stresscrack-tip.Applyingthesegenerallyanalyticalexpressionstotheconcretecracks,theanalyticalexpressionsofhydrostaticstress-dependentperfectly-plasticstressfieldsatthetipsofmodeⅠandmodeⅡcracksareobtained.
简介:在华南海把水泡羽毛的出现特征用作一本参考书,这份报纸继续学习水泡羽毛在冷渗出物生产的地震回答活跃区域。使羽毛建模计划更合理,我们修改了原来的建模计划并且重建一个羽毛水身体模型基于它是的半径的变化,水泡在海水升起。羽毛射击集合的地震记录被前面的模拟获得。单个射击的地震记录显示出一个散布波浪领域的明显的特征和模型的周期的特征。射击集合的地震记录用prestack深度移植被处理。它的成像节的边界有好集中效果。迁居节能与更高的精确性清楚地被想象。上述的研究再次为羽毛生产的地震回答的进一步的学习打了一个基础。他们逐渐地也探查了为羽毛处理方法的一个更合适的地震数据并且为羽毛的鉴定提供了理论指导。
简介:Ithasbeenwellrecognizedthat,duetoanisotropicpackingstructureofgranularmaterial,thetruestressinaspecimenisdifferentfromtheappliedstress.However,veryfewresearcheffortshavebeenfocusedonquantifyingtherelationshipbetweenthetruestressandappliedstress.Inthispaper,wederiveanexplicitrelationshipamongappliedstresstensor,material-fabrictensor,andforce-fabrictensor;andweproposearelationshipbetweenthetruestresstensorandtheappliedstresstensor.Thevalidityofthisderivedrelationshipisexaminedbyusingthediscreteelementsimulationresultsforgranularmaterialunderbiaxialandtriaxialloadingconditions.