资源描述:
《水土作用对桂林重塑红粘土工程性质和微观结构的影响》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、expansionrateinacidunderthesameconditionswiththedecreaseofthepHvalueincreases,shrinkingratioandvolumeshrinkingratiohavenoobviousregularity,underthesameconditionsofalkalinefreeexpansionrateincreaseswiththeincreaseofPHvalue,shrinkingratioandvolumeshrinkingratiohave
2、noobviousregularity.(5)Untreatedredclayiscomposedofunitcohesionofdifferentsizesparticlesstructure,smallunitsaroundthebigunit,fillingparticlesarrangedbetweenmoreclosely,thereisnocleardividingline,aftersoakingwaterbecomeporoussoilloose,loosebetweenparticles,porosit
3、yincreases,notclose,soakbeforeandaftersoakinginthesolutionfurthersofteningofsoil,soilparticlecementingcementationoffreeironoxideandthepartbetweenthesaltwasfurtherdamage,andtheinternalporewaswellversedin,furtherintensifythepore,losethecementationoffreeironoxideset
4、theincreaseofintergranularporenotonlydestroysthesoilstructuralstrength,alsoraisedthecompressibilityofsoil.(6)RedclayintheneutralsolutionofsodiumchlorideandcalciumchlorideaftersoakingthequalityofNaandCaiswithincreaseswiththeincreaseofsolutionconcentration,solution
5、concentrationandnegativelycorrelationwiththefreeironoxidecontentinthesoil,thequalityofNaandCarespectivelyincreasedby2timesand3times,thequalityoftheFewasreducedby7.6%and7.6%respectively;Insoilandwaterconservationeffectandacidoralkalienvironmentwillfurtherstrengthe
6、n,redclayitselfchangesoftheelementsembodiedinfurtherincreasesinthequalityofNaandCa,Feisreduced,thequalityofthesoilandinthesamesituationofacidenvironmentfortheelementisgreaterthantheeffectofsoakinginalkalineenvironmentsoilsamples.Keyword:remoldingredclay;soil-wate
7、rinteraction;pHysical-mechanicalproperty;microstructureIII万方数据目录摘要.................................................................................................................................................IAbstract...........................................
8、..................................................................................................II第一章绪论......................................................