Canadian Geotechnical Journal

Canadian Geotechnical Journal

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Behaviour of saturated fibre-reinforced sand in centrifuge model tests

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Copyright remains with the author s or their institution s. Permission for reuse free in most cases can be obtained from RightsLink. In this paper, the one-dimensional 1D time-dependent behaviour of natural and reconstituted London Clay samples under saturated and unsaturated conditions is studied. For this purpose, a set of 1D consolidation tests including multi-staged loading MSL oedometer tests and single-staged loading SSL long-term oedometer creep tests were carried out on saturated and unsaturated specimens.

Conventional oedometer cells were used for tests on saturated specimens, whereas a newly designed unsaturated oedometer cell, equipped with two high-capacity tensiometers HCTs for suction measurements, was used for unsaturated tests. The tests results revealed stress dependency and suction dependency of primary and secondary consolidation responses of the soil samples.

Keywords: stiff clay , creep , oedometer , suction , unsaturated soils. Advanced Search. All Journals Journal. Canadian Geotechnical Journal. Corresponding author: Mohammad Rezania email: m. Abstract In this paper, the one-dimensional 1D time-dependent behaviour of natural and reconstituted London Clay samples under saturated and unsaturated conditions is studied. A constitutive model for partially saturated soils.

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A saturated red color converter for visible light communication using a blend of star-shaped organic semiconductors Early online date, 6 Jan DOIs.

Pratiksha Pandey , V. Sivakumar , B. Solan, S. Tripathy, Satyajeet Nanda. Measurements of permeability of saturated and unsaturated soils. N2 – The management and engineering assessments of geotechnical assets within the national transportation inventory require an appropriate knowledge of permeability of saturated and unsaturated soils. Determination of the permeability of saturated soils can be carried out using direct measurements, whereas that of unsaturated soils is often made using indirect methods based on Soil Water Retention Curve SWRC.

In this study an attempt was made to develop a novel approach for measuring the saturated and unsaturated permeability of soils.

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Behaviour of saturated fibre-reinforced sand in centrifuge model tests. N2 – Fibre-reinforcement has shown its efficacy in improving soil properties and been proposed to apply in increasing liquefaction resistance of deposits. As the contributions of fibres in real seismic conditions are yet to clarify, further investigations are needed to fill this gap. In this study, centrifuge tests have been conducted for this exploration. The dry pluviation preparation procedures for fibre-reinforced sand in centrifuge testing are disclosed in details for the first time.

Altmetric calculates a score based on the online attention an article receives. (​published within 6 weeks of either side of the publication date of this article).

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Survey IX: The Future of Well-Being in a Tech-Saturated World

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Thank you for visiting nature. You are using a browser version with limited support for CSS. To obtain the best experience, we recommend you use a more up to date browser or turn off compatibility mode in Internet Explorer. In the meantime, to ensure continued support, we are displaying the site without styles and JavaScript. Citation counts are provided from Web of Science and CrossRef. The counts may vary by service, and are reliant on the availability of their data.

Counts will update daily once available. Altmetric calculates a score based on the online attention an article receives. Each coloured thread in the circle represents a different type of online attention. The number in the centre is the Altmetric score.

Women are officially pickier than men on dating sites, study finds

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Early online date, 3 Jul Publication status The secondary circulation and the saturated moist entropy structure depend on each other. Thus, a method for.

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Measurements of permeability of saturated and unsaturated soils

The steady-state compressibility of water-saturated Experimental work webs was investigated under annlied mechanical nressures between 30 Pa and 42 kPa. The we’bs were made fro a mechanical pulp, and an unbleached and a bleached chemical pulp. For each of these pulps, the relationship between mechanical pressure and bulk could be described by a power-law relationship with an r 2 -value higher than 0.

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Discover related content Find related publications, people, projects and more using interactive charts. Finlay Morrison Reviewer. Research at St Andrews. Section navigation. Open Access permissions Open. Abstract We report a study of blends of semiconducting polymers as saturated red color converters to replace commercial phosphors in hybrid LEDs for visible light communication VLC. Furthermore, we have demonstrated the capability of these materials as fast color converters for VLC by measuring their intrinsic optical modulation bandwidth and data rate.

The data rate achieved with this blend is 20 times higher than measured with a commercially available phosphor based color converter. View graph of relations. Related by author Triple-cation perovskite solar cells for visible light communications Mica, N. AA24 9 p. Organic semiconductors for visible light communications Manousiadis, P. A, Mathematical, Physical and Engineering Sciences.

The Rise of Dating-App Fatigue

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Current Issue Early Online all bibliographic details available yet, they can be cited using the year of online publication and the DOI as follows: Online Date.

We hope this content on epidemiology, disease modeling, pandemics and vaccines will help in the rapid fight against this global problem. Click on title above or here to access this collection. It is demonstrated that monotonicity is a sufficient condition to ensure that no new nonphysical local maxima and minima can be produced in the discrete nonlinear unsaturated flow equation. Monotonicity conditions are derived for various types of weighting for the mobility term.

The basic discretization is of finite element type, but the results can be extended to finite volume discretizations. Central weightings are only conditionally monotone, while upstream weightings are unconditionally monotone. Sample computations are given for highly heterogeneous problems.

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