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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.


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Journal ArticleDOI
TL;DR: In this paper, the effect of embedment length, side cover, and mixture type on the bond stress-slip relationship is predicted using a double-phase analytical model, and both the characteristic parameters in the model show an increasing trend when more dramatic hardening and softening of bond stress exhibit.

40 citations

Journal ArticleDOI
TL;DR: In this article, an experimental program was conducted to investigate the influence of bar embedment length and ratio of duct diameter to bar diameter on monotonic bond-slip response of stainless ED bars.

40 citations

Journal ArticleDOI
TL;DR: In this paper, various loading tests with small and large-scale bucket foundations were performed on buckets of varying sizes, embedment ratios, and load paths with saturated dense Aalborg University S...
Abstract: Recently, various loading tests with small- and large-scale bucket foundations were performed on buckets of varying sizes, embedment ratios, and load paths with saturated dense Aalborg University S...

40 citations

Journal ArticleDOI
01 Feb 2016-Fuel
TL;DR: In this article, the authors derived analytical models to compute the effects of proppant embedment and surface modification agent (SMA) material on channel-fracturing conductivity.

40 citations

Journal ArticleDOI
TL;DR: In this paper, a brief critique of the various approaches suggested for the design of these anchors is presented, with emphasis placed on estimation of the ultimate load that these anchors can withstand when loaded rapidly in uplift under undrained conditions.
Abstract: The behaviour of horizontal strip anchors buried in clay is examined in this paper. A brief critique of the various approaches suggested for the design of these anchors is presented, with emphasis placed on estimation of the ultimate load that these anchors can withstand when loaded rapidly in uplift under undrained conditions. Possible mechanisms of failure are reviewed, including shear and tensile failure within the soil and the development of suction within the pore fluid, and the results of finite element predictions are compared with experimental data for ultimate loads. The analyses reveal that the behaviour of strip anchors in uplift is a function of the following non-dimensional parameters: H/B, γH/c and uc/c, where H is the depth of embedment of the anchor, B is the width of the strip anchor, γ is the unit weight of the soil, c is its undrained shear strength, and uc is the magnitude of the maximum tensile stress that can be sustained by the pore water in the soil. It is demonstrated that the ult...

40 citations


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