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StabilityEvaluationofSoilrockInterfaceLandslideinthe#br# HillyAreaUnderRainstorm Condition:ACaseStudy#br# oftheHighlandAreainZhenjiangCity#br#

  

  1. (TheThirdGeologicalTeamofJiangsuGeologicalandMineralBureau,Zhenjiang212000,Jiangsu,China)
  • Received:2024-02-23 Online:2024-08-08 Published:2025-07-08

Abstract: Abstract:LandslideinthehillyareaofZhenjiangcityhasthecharacteristicsofadoublelayerstructure
of“soilaboveandrockbelow”,andthetopographiccharacteristicsaregenerallysteeponthetopand
slowonthebottom,forminggoodcatchmentconditions,whichisthemaintypeoflandslideinthisarea.
Inordertograspthecharacteristicsanddevelopmenttrendofthistypeoflandslide,onthebasisoffield
surveyandmonitoring,thecharacteristics,formationmechanismandfailuremodeoflandslidewereana
lyzedinDEandEFsectionsoftypicalareasinthestudyarea,andthestabilityoflandslidewascompre
hensivelyevaluatedbyBishopmethod.Thestudyfoundthatthesoilrockinterfacelandslidesinthehilly
areaaremostlydevelopedaroundthemountain.Theoveralllandslideisthininthefrontandrearedges
andthickinthemiddle.Thelandslidescarpandtheperipheryoflandslideareclear,andthescaleis
dominatedbysmalllandslides.Rainfallandartificialslopecuttingarethemaininducingfactorsofsoil
rockinterfacelandslide.Undertheconditionofrainstorm,theshearstrengthoftheuppersoillayerisob
viouslyreduced,anditiseasytoslidedownalongtheweakstructureundertheactionofgravityandex
ternalforcetoformlandslide.Atthesametime,reasonablesuggestionsaregivenforobtaininggeotechni
calengineeringgeologicalcharacteristicsintheregion,whichhascertainreferencesignificanceforthe
stabilityevaluationofsoilrockinterfacelandslide.

Key words: hillylandform, soilrockinterface, landslidecharacteristics, evaluationofstability, Bishop
method

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