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Predicting seismic permanent displacement of soil walls under surcharge based on limit analysis approach 被引量:2
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作者 mohammad Mahdi Aminpour mohammad maleki Ali Ghanbari 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2018年第4期747-759,共13页
Seismic permanent displacement of the soil walls plays an important role in design of these structures. Due to the increase in growth of urban areas and the limitations in use of flat grounds, many structures are buil... Seismic permanent displacement of the soil walls plays an important role in design of these structures. Due to the increase in growth of urban areas and the limitations in use of flat grounds, many structures are built near slopes and retaining walls. During earthquakes, these structures can apply an additional surcharge on the wall. The intensity and location of the surcharge is of considerable importance on the seismic displacements of the soil wall. In this study, by using the limit analysis and upper bound theorem, seismic permanent displacement of the soil wall under surcharge has been analyzed. Thus, a formulation is presented for calculating the yield acceleration and seismic displacement for different surcharge conditions. The effect of seismic acceleration, surcharge intensity, its location and soil properties is investigated. A parameter called the "displacement coefficient" is proposed, and is a potential modification for Newmark’s sliding-block method. 展开更多
关键词 limit analysis SURCHARGE soil wall seismic displacement yield acceleration
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Joint simulation of cross-correlated ore grades and geological domains:an application to mineral resource modeling
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作者 Nasser MADANI mohammad maleki 《Frontiers of Earth Science》 SCIE CSCD 2023年第2期417-436,共20页
Spatial modeling of ore grades is frequently impacted by the local variation in geological domains such as lithological characteristics,rock types,and geological formations.Disregarding this information may lead to bi... Spatial modeling of ore grades is frequently impacted by the local variation in geological domains such as lithological characteristics,rock types,and geological formations.Disregarding this information may lead to biased results in the final ore grade block model,subsequently impacting the downstream processes in a mining chain project.In the current practice of ore body evaluation,which is known as stochastic cascade/hierarchical geostatistical modeling,the geological domain is first characterized,and then,within the geological model,the ore grades of interest are evaluated.This practice may be unrealistic in the case when the variability in ore grade across the boundary is gradual,following a smooth transition.To reproduce such characteristics,the cross dependence that exists between the ore grade and geological formations is considered in the conventional joint simulation between continuous and categorical variables.However,when using this approach,only one ore variable is considered,and its relationship with other ore grades that may be available at the sample location is ignored.In this study,an alternative approach to jointly model two cross-correlated ore grades and one categorical variable(i.e.,geological domains)with soft contact relationships that exist among the geological domains is proposed.The statistical and geostatistical tools are provided for variogram inference,Gibbs sampling,and conditional cosimulation.The algorithm is also tested by applying it to a Cu deposit,where the geological formations are managed by the local and spatial distribution of two cross-correlated ore grades,Cu and Au,throughout the deposit.The results show that the proposed algorithm outperforms other geostatistical techniques in terms of global and local reproduction of statistical parameters. 展开更多
关键词 geostatistical simulation categorical variable continuous variable geological domain variogram inference
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