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Embedment

About: Embedment is a research topic. Over the lifetime, 2441 publications have been published within this topic receiving 31444 citations.


Papers
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Journal ArticleDOI
TL;DR: Experimental investigations on model pile groups of configuration 1 1 1, 2 1, 3 1, 4 2 and 3 2 for embedment length-to-diameter ratios Ld 12 and 38, spacing from 3 to 6 pile diameter, and pile frict...
Abstract: Experimental investigations on model pile groups of configuration 1 1, 2 1, 3 1, 2 2, and 3 2 for embedment length-to-diameter ratios Ld 12 and 38, spacing from 3 to 6 pile diameter, and pile frict...

79 citations

Journal ArticleDOI
TL;DR: In this paper, the results of a series of experimental investigations conducted to determine the manner in which the performance of a footing located at the crest of a sloped fill can be inf ected.
Abstract: This paper summarizes the results of a series of experimental investigations conducted to determine the manner in which the performance of a footing located at the crest of a sloped fill can be inf...

78 citations

Journal ArticleDOI
TL;DR: Hong Kong University (HKU) method as discussed by the authors is a new method for estimating the base capacity of open-ended steel pipe piles in sand, a difficult problem involving great uncertainty in pile foundation design.
Abstract: This paper presents a new method for estimating the base capacity of open-ended steel pipe piles in sand, a difficult problem involving great uncertainty in pile foundation design. The method, referred to as the Hong Kong University (HKU) method, is based on the cone penetration test (CPT), and takes into consideration the mechanisms of annulus and plug resistance mobilization. In this method the annulus resistance is properly linked to the ratio of the pile length to the diameter—a key factor reflecting the influence of pile embedment—whereas the plug resistance is related to the plug length ratio, which reflects the degree of soil plugging in a practical yet rational way. The cone tip resistance is averaged over a zone in the vicinity of the pile base by taking into account the failure mechanism of the piles in sand, the condition of pile embedment (i.e., full or partial embedment), and the effect of soil compressibility. The predictive performance of the new method is assessed against a number ...

78 citations

Journal ArticleDOI
TL;DR: In this article, the behavior of a shallow tunnel in soft soil under seismic conditions by using the finite element (FE) analysis was analyzed and a series of parametric studies were carried out by varying the tunnel embedment ratio, soil-tunnel interface conditions, lining thickness, shape of the tunnel, and input ground motion.

77 citations

Journal ArticleDOI
TL;DR: In this article, the authors investigated the effects of embedment inclination and pullout rate on the behavior of high strength steel fibers embedded in an ultra-high performance concrete (UHPC) matrix.

77 citations


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Performance
Metrics
No. of papers in the topic in previous years
YearPapers
2023202
2022355
2021160
2020120
2019125
2018139