Topic
Embedment
About: Embedment is a research topic. Over the lifetime, 2441 publications have been published within this topic receiving 31444 citations.
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DOI•
01 Jan 2017
TL;DR: In this paper, the authors present a Table of Table of contents for the table of contents of the table: https://www.tableoffeatures.com/table-of-features/
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9 citations
TL;DR: In this paper, the authors investigate how the non-stationary features of soil properties affect the stochastic result of bearing capacity of embedded shallow foundations and propose some suggestions for foundation design based on the obtained results.
9 citations
TL;DR: In this paper, the seismic behavior of an embedded concrete-filled steel tubes (CFST) precast column-to-cap beam socket connection was investigated through 1:3-scale quasi-static tests.
9 citations
Journal Article•
TL;DR: In this article, the effects of bottom shoulder width (18.5, 15, 10, 5, and 1.5 mm), tenon depth of embedment (15, 20, 25, 30, and 35 mm), and tenon width (20, 25 30, 35, and 40 mm) on the bending moment capacities of T-shaped mortise and loose-tenon furniture joints constructed with polyvinyl acetate adhesive were investigated.
Abstract: This study was performed to determine the effects of bottom shoulder width (18.5, 15, 10, 5, and 1.5 mm), tenon depth of embedment (15, 20, 25, 30, and 35 mm), tenon width (20, 25, 30, 35, and 40 mm), and tenon wood species on the bending moment capacities of T-shaped mortise and loose-tenon furniture joints constructed with polyvinyl acetate adhesive. Results indicated that bending moment capacity was directly related to depth of embedment of the tenons and strongly related to shoulder width, whereas tenon width had a lesser effect. Bending moment capacities of joints with beech tenons were higher than those of joints with tenons of other wood species. Nonlinear regression analyses were used to develop a predictive expression to estimate the bending moment capacity of the joints.
9 citations
TL;DR: In this paper, a transformed approach has been made to predict the impression of inclusion geogrid on the reinforced soil's bearing capacity underneath the strip foundation, and a simple new equation was proposed to modify reinforced soil reinforcement, then a comparative study was executed by the analytical method of literature.
Abstract: A transformed approach has been made to predict the impression of inclusion geogrid on the reinforced soil’s bearing capacity underneath the strip foundation. The influence of the friction factor of the tensile strength of the reinforcement element performs a significant purpose in estimating the tolerance of the strengthened soil. Analytical study and experimental tests have been performed to validate the proposed empirical approach. This study analyzed certain parameters that influence the efficiency of the strip footing placed on reinforced soil, such as effects of two geogrid layers, the efficacy of geogrid embedment depths, the distance between geogrid layers, the tensile strength of geogrid, the contact surface friction angle, and shear stress distribution along the interactions at the soil–geogrid interface. Consequently, a simple new equation was proposed to modify the reinforced soil’s increased bearing capacity, then a comparative study was executed by the analytical method of literature. Finally, the calculations confirmed a good agreement between laboratory and analytical results such that the error rate was less than 2%. It was found that the value of strain-induced at the midpoint of geogrid decreases with depth, and their magnitude is constant at a 0.5B embedment depth. The impact of geogrid with length ratio (L/B = 5–7) on the strain values has similar behavior, but it is a significant effect of shorter geogrid length layers.
9 citations