碎石土地基极限承载力统计分析

StatistieAnalysisoftheUltimateBearingCaPacity ofFoundationGroundonGravelly50115

摘要: 根据收集的地基荷载试验资料和在前期工作的基础上，运用概率统计原理和工程经验，提出了碎石土地基极限承载力标准值表及其分布类型和统计特征参数。为《桥规》修改和按地基基础可靠性设计奠定了基础。
- 碎石土 /
- 地基 /
- 地基承载力 /
- 统计分析
Abstract: Basedontheeolleetedtestdataaboutfoundationloadandtheworkdoneineailierstage， thenominalvalueformofthefoundationultimatebearingeapaeityongravelly50115，thedistribution typeandthestatistieeharaeteristeeoeffieientsareobtained场usingtheprineipleofprobabilitistie ，tatistiesandengineeringexPerienee.ThislaysafoundationforreviseofTheeodefordesignonsubsoil andfound以勿nofrailw叮bridgeandcul公e叮andforthereliabilitydesi，ofsubsoilandfoundation.
- gravely50115 /
- foundationgrund /
- foundationbearingeapaeity /
- statistiealanalysis

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