针对LEM2(Learning from Examples Module,Version 2)算法处理不完备信息系统的局限性,从规则提取的质量和效率两个方面对其进行改进,提出改进的LEM2规则提取算法.基于集对理论,引入集对势容差关系和基于集对势容差关系的扩充粗糙集模型...针对LEM2(Learning from Examples Module,Version 2)算法处理不完备信息系统的局限性,从规则提取的质量和效率两个方面对其进行改进,提出改进的LEM2规则提取算法.基于集对理论,引入集对势容差关系和基于集对势容差关系的扩充粗糙集模型,将该模型和LEM2算法相结合,提高规则提取的质量;定义冗余的属性-值对集合,在规则提取过程中,从候选属性-值对集中直接删除冗余的属性-值对,避免反向消除步骤,加快算法的收敛速度,提高规则提取的效率.最后通过仿真实验,证明了改进LEM2算法用于不完备信息系统规则提取的有效性.展开更多
Although disintegrated dolomite,widely distributed across the globe,has conventionally been a focus of research in underground engineering,the issue of slope stability issues in disintegrated dolomite strata is gainin...Although disintegrated dolomite,widely distributed across the globe,has conventionally been a focus of research in underground engineering,the issue of slope stability issues in disintegrated dolomite strata is gaining increasing prominence.This is primarily due to their unique properties,including low strength and loose structure.Current methods for evaluating slope stability,such as basic quality(BQ)and slope stability probability classification(SSPC),do not adequately account for the poor integrity and structural fragmentation characteristic of disintegrated dolomite.To address this challenge,an analysis of the applicability of the limit equilibrium method(LEM),BQ,and SSPC methods was conducted on eight disintegrated dolomite slopes located in Baoshan,Southwest China.However,conflicting results were obtained.Therefore,this paper introduces a novel method,SMRDDS,to provide rapid and accurate assessment of disintegrated dolomite slope stability.This method incorporates parameters such as disintegrated grade,joint state,groundwater conditions,and excavation methods.The findings reveal that six slopes exhibit stability,while two are considered partially unstable.Notably,the proposed method demonstrates a closer match with the actual conditions and is more time-efficient compared with the BQ and SSPC methods.However,due to the limited research on disintegrated dolomite slopes,the results of the SMRDDS method tend to be conservative as a safety precaution.In conclusion,the SMRDDS method can quickly evaluate the current situation of disintegrated dolomite slopes in the field.This contributes significantly to disaster risk reduction for disintegrated dolomite slopes.展开更多
文摘针对LEM2(Learning from Examples Module,Version 2)算法处理不完备信息系统的局限性,从规则提取的质量和效率两个方面对其进行改进,提出改进的LEM2规则提取算法.基于集对理论,引入集对势容差关系和基于集对势容差关系的扩充粗糙集模型,将该模型和LEM2算法相结合,提高规则提取的质量;定义冗余的属性-值对集合,在规则提取过程中,从候选属性-值对集中直接删除冗余的属性-值对,避免反向消除步骤,加快算法的收敛速度,提高规则提取的效率.最后通过仿真实验,证明了改进LEM2算法用于不完备信息系统规则提取的有效性.
基金supported by the National Natural Science Foundation of China(Grant No.42162026)the Applied Basic Research Foundation of Yunnan Province(Grant No.202201AT070083).
文摘Although disintegrated dolomite,widely distributed across the globe,has conventionally been a focus of research in underground engineering,the issue of slope stability issues in disintegrated dolomite strata is gaining increasing prominence.This is primarily due to their unique properties,including low strength and loose structure.Current methods for evaluating slope stability,such as basic quality(BQ)and slope stability probability classification(SSPC),do not adequately account for the poor integrity and structural fragmentation characteristic of disintegrated dolomite.To address this challenge,an analysis of the applicability of the limit equilibrium method(LEM),BQ,and SSPC methods was conducted on eight disintegrated dolomite slopes located in Baoshan,Southwest China.However,conflicting results were obtained.Therefore,this paper introduces a novel method,SMRDDS,to provide rapid and accurate assessment of disintegrated dolomite slope stability.This method incorporates parameters such as disintegrated grade,joint state,groundwater conditions,and excavation methods.The findings reveal that six slopes exhibit stability,while two are considered partially unstable.Notably,the proposed method demonstrates a closer match with the actual conditions and is more time-efficient compared with the BQ and SSPC methods.However,due to the limited research on disintegrated dolomite slopes,the results of the SMRDDS method tend to be conservative as a safety precaution.In conclusion,the SMRDDS method can quickly evaluate the current situation of disintegrated dolomite slopes in the field.This contributes significantly to disaster risk reduction for disintegrated dolomite slopes.
