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第七届全国岩土工程实录交流会特邀报告——杭州地铁一号线湘湖站基坑事故再议 被引量:12
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作者 李广信 《岩土工程技术》 2015年第6期273-279,共7页
对7年前发生的杭州地铁湘湖站基坑事故进行了较全面地分析,从施工、设计和管理诸方面提出了讨论。也对我国相关的基坑规范及其应用提出了质疑。作者认为,对该工程事故施工者负有不可推脱的责任;同时也指出,在基坑稳定分析中对饱和软黏... 对7年前发生的杭州地铁湘湖站基坑事故进行了较全面地分析,从施工、设计和管理诸方面提出了讨论。也对我国相关的基坑规范及其应用提出了质疑。作者认为,对该工程事故施工者负有不可推脱的责任;同时也指出,在基坑稳定分析中对饱和软黏土使用固结不排水强度指标和饱和重度是不当的,设计对于高灵敏度软黏土没有给予应有地重视,在整个施工过程中没有封闭风情大道是一个失误。 展开更多
关键词 基坑工程 强度指标 高灵敏度黏土 水土合算
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Application of machine learning to the identification of quick and highly sensitive clays from cone penetration tests
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作者 Cristian GODOY Ivan DEPINA Vikas THAKUR 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2020年第6期445-461,共17页
Geotechnical classification is vital for site characterization and geotechnical design.Field tests such as the cone penetration test with pore water pressure measurement(CPTu)are widespread because they represent a fa... Geotechnical classification is vital for site characterization and geotechnical design.Field tests such as the cone penetration test with pore water pressure measurement(CPTu)are widespread because they represent a faster and cheaper alternative for sample recovery and testing.However,classification schemes based on CPTu measurements are fairly generic because they represent a wide variety of soil conditions and,occasionally,they may fail when used in special soil types like sensitive or quick clays.Quick and highly sensitive clay soils in Norway have unique conditions that make them difficult to be identified through general classification charts.Therefore,new approaches to address this task are required.The following study applies machine learning methods such as logistic regression,Naive Bayes,and hidden Markov models to classify quick and highly sensitive clays at two sites in Norway based on normalized CPTu measurements.Results showed a considerable increase in the classification accuracy despite limited training sets. 展开更多
关键词 Machine learning CLASSIFICATION Quick clays Sensitive clays
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