Optimization of blend extents for materials like cement, contain numerous constituents and are regularly dependent upon a few exhibition, limitation, can be troublesome and tedious …
Due to the fact that uncertainties in the field of geotechnical engineering are inescapable because this part of civil engineering deals largely with natural materials, the dependability …
In this paper, an approach for reliability-based design optimization of reinforced concrete cantilever retaining wall is described. A parametric study is conducted to assess the effect of …
Gravity retaining walls are a vital structure in the area of geotechnical engineering, and academicians in earlier studies have conveyed substantial uncertainties involved in …
HL Qu, H Luo, HG Hu, HY Jia, DY Zhang - Soil Dynamics and Earthquake …, 2018 - Elsevier
Anchored stabilizing pile is a typical earthquake-resistant structure in reinforced slope with advantages of safety, reliability and low cost. It demonstrated excellent seismic performance …
In the real world, there are many problems in which it is desirable to optimize one or more objective functions at the same time. These are known as single and multi-objective …
Quantile-based first-order second-moment method is a novel reliability analysis method proposed by the authors that is with simplicity and efficiency close to the first-order second …
The probabilistic bearing capacity of the strip footing placed on the edge of a reinforced cohesionless soil slope is computed by combining lower bound finite element limit analysis …
The available analytical methods are inadequate to quantify the displacement of embedded cantilever retaining (ECR) walls in working conditions owing to the intricacies present in the …