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Saturday, May 2, 2020 | History

2 edition of CANLEX, the Canadian liquefaction experiment found in the catalog.

CANLEX, the Canadian liquefaction experiment

C. E. Wride

CANLEX, the Canadian liquefaction experiment

  • 384 Want to read
  • 6 Currently reading

Published by Bi Tech Publishers in Richmond, B.C .
Written in English

    Subjects:
  • Soil liquefaction.,
  • Soil penetration test.

  • Edition Notes

    Includes bibliographical references.

    StatementC.E. Wride, P.K. Robertson.
    ContributionsRobertson, Peter Kay, 1949-
    The Physical Object
    Pagination5 v. :
    ID Numbers
    Open LibraryOL18860172M
    ISBN 100921095457, 0921095465

    structures, soil liquefaction, pile design and soil structure interaction. Dr. Robertson is recognized as an expert both nationally and internationally in the areas of in-situ testing and soil liquefaction. He was the Principal Investigator of the Canadian Liquefaction Experiment (CANLEX) from to , a $2 million collaborative project. Study on liquefaction of soil A PROJECT REPORT SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF Bachelor of Technology In Civil .


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CANLEX, the Canadian liquefaction experiment by C. E. Wride Download PDF EPUB FB2

This paper provides an overview of the CANLEX project, outlining the project objectives, major achievements, and conclusions. Four companion papers describe different aspects of.

sand entitled The Canadian Liquefaction Experiment (CANLEX) through a collaborative effort of industry, engineering consultants and university participants, with the support of the Natural Sciences and Engineering Research Council of Canada (NSERC).

The study is examining the characterization of sand for dynamic and static : P. Robertson, B. List, B. Hofmann. Abstract: The Canadian geotechnical engineering community has completed a major collaborative 5 year research project entitled the Canadian Liquefaction Experiment (CANLEX).

The main objective of the project was to study the phenomenon of soil liquefaction, which can occur in saturated sandy soils and is characterized by a large loss of strength. Abstract: The Canadian geotechnical engineering community has completed a major collaborative 5 year research project entitled the Canadian Liquefaction Experiment (CANLEX).

The main objective of the project was to study the phenomenon of soil liquefaction, which can occur in saturated sandy soils and is characterized by a large loss of Cited by: Canadian Liquefaction Experiment (CANLEX): Blast-induced ground motion and pore pressure experiments. As part of the Canadian Liquefaction Experiment (CANLEX), single and multiple explosive.

critical assessment of the canlex blast experiment to facilitate a development of an in-situ liquefaction methodology using explosives by kapila s. pathjragethe russian people's friendship university, russia a thesis submitted in partial fulfillment of the requirements for the degree of master of applied science in.

The Canadian geotechnical engineering community has completed a major collaborative 5 year research project entitled the Canadian Liquefaction Experiment (CANLEX). The Canadian geotechnical engineering community has completed a major collaborative 5 year research project entitled the Canadian Liquefaction Experiment (CANLEX).

The main objective of the project was to study the phenomenon of soil liquefaction, which can occur in saturated sandy soils and is characterized by a large loss of strength or stiffness Cited by: The main advantage of such a methodology is that the liquefaction resistance of the ground is evaluated under its existing stresses CANLEX ground water conditions.

The major part of this research is a critical assessment of a field trial blast test, which was carried out during the Canadian Liquefaction Experiment (CANLEX) in by: 2.

A major aim of the Canadian Liquefaction Experiment (CANLEX) was to verify analysis procedures for predicting liquefaction phenomena.

Towards this purpose, two loading events were carried out: a. Abstract: A major aim of the Canadian Liquefaction Experiment (CANLEX) was to verify analysis procedures for pre- dicting liquefaction phenomena.

Home > Journals > Canadian Geotechnical Journal > List of Issues > Vol Number 3, June > The Canadian Liquefaction Experiment / L'Expérience Canadienne de Liqu Article TOC Next». A major aim of the Canadian Liquefaction Experiment (CANLEX) was to verify analysis procedures for predicting liquefaction phenomena.

Towards this purpose, two loading events were carried out: a fi Cited by: 8. Abstract and Figures A major aim of the Canadian Liquefaction Experiment (CANLEX) was to verify analysis procedures for predicting liquefaction phenomena.

Abstract: One of the primary objectives of the Canadian Liquefaction Experiment (CANLEX) project was to develop and evaluate undisturbed sampling techniques as part of the overall goal to focus and coordinate Canadian geotechnical expertise on the topic of soil liquefaction.

Abstract: One of the primary objectives of the Canadian Liquefaction Experiment (CANLEX) project was to develop and evaluate undisturbed sampling techniques as part of the overall goal to focus and coordinate Canadian geotechnical expertise on the topic of soil by:   One of the primary objectives of the Canadian Liquefaction Experiment (CANLEX) project was to develop and evaluate undisturbed sampling techniques as part of the overall goal to focus and coordinate Canadian geotechnical expertise on the topic of soil by: Abstract As part of the Canadian Liquefaction Experiment (CANLEX), single and multiple explosive charges were detonated in a level deposit of loose, saturated, sand-size mine tailings.

Empirical equations were developed from pore pressure and Cited by: The Canadian geotechnical engineering community has completed a major collaborative 5 year research project entitled the Canadian Liquefaction Experiment (CANLEX).

The main objective of the project was to study the phenomenon of soil liquefaction, which can occur in saturated sandy soils and is characterized by a large loss of strength or Cited by: the phenomenon of soil liquefaction to evaluate liquefaction potential at major mining sites in Canada.

Their collaborative effort was called the Canadian Liquefaction Experiment Project (CANLEX). CANLEX was Canada’s largest collaborative geotechnical research project involving academia, industry, and engineering consultancies.

published_or_final_version. File Download. The Canadian geotechnical engineering community has completed a major collaborative research project entitled the Canadian Liquefaction Experiment (CANLEX) with participation from indus­ try, engineering consultants and universities.

Theproject involved a total expenditure of$1, with approximately $2, of additional in-kindcontributions. An opportunity to re–examine the liquefaction potential of hydraulically placed tailings sand has been provided by the Canadian Liquefaction Experiment (CANLEX).

As part of this experiment, undisturbed samples of tailings sand Cited by: Soil Liquefaction - Jefferies and Bean. theme sessions at geomechanics conferences, state-of-the-art papers, two Rankine lectures, the Canadian Liquefaction Experiment (Canlex), a book by the National Research Council (USA) and research competitions sponsored by the National Science Foundation to test theories and modeling techniques.

He was the Principal Investigator of the Canadian Liquefaction Experiment (CANLEX) from toa $2 million collaborative project between industry, universities, and consulting engineers to study the characterization of sand for liquefaction analysis.

The calibrated model is subsequently used for modelling the Canadian Liquefaction Experiment (CANLEX) embankments that included a field event in which a test embankment was built over a loose sand foundation layer, and a centrifuge test performed on a.

CANLEX stands for Canadian Liquefaction Experiment Suggest new definition This definition appears rarely and is found in the following Acronym Finder categories. Researchers at the Geotechnical Centre provides innovative research and technologies for the oil sands industry.

The Centre also initiated and managed the groundbreaking Canadian Liquefaction Experiment (CANLEX) Project to evaluate the phenomena of liquefaction of sands. Cold regions and permafrost engineering.

Infrastructure, pipelines and. Liquefaction Experiment Amy Lake. Loading Unsubscribe from Amy Lake. Demonstrate Liquefaction | Shaky Sediments - Science Snack Activity - Duration: Seed, H.

Bolton, "Landslides caused by soil liquefaction", Eng. vol. 73 ff. Reprinted from Journal of Soil Mechanics and Foundations Division, September"Landslides during Earthquakes due to Soil Liquefaction". Canadian Geotechnical Journal, 37(3): – doi/T XP P Controle de la qualité du compactage-methode au.

A Computer Database for Phase 1 of the Canadian Liquefaction Experiment: Wilson, Robert G. Investigations of Slope Failures which Occurred during Residential Development - Potential for Future Residential Development, Salmon Arm, B.C.

McDougall, D.J. Landslides in Tertiary Deposits, Quesnel, British Columbia: Nashi, Hana I. Partially saturated tailings sand below the phreatic surface A. FOURIE*, B. HOFMANNt, R. J hydraulically placed tailings sand has been provided by the Canadian Liquefaction Experiment (CAN LEX).

As part of this experiment, undisturbed samples of tailings sand were The Canadian Liquefaction Experiment (CANLEX), which is a. IN SITU GROUND FREEZING TO OBTAIN UNDISTURBED SAMPLES OF LOOSE SAND. This paper describes the techniques used during the Canadian Liquefaction Experiment (CANLEX) project to carry out in situ ground freezing and undisturbed sampling of the loose sand deposits encountered at six test sites.

Specific details, with respect to the effects of. CANLEX - Canadian Liquefaction Experiment. Looking for abbreviations of CANLEX. It is Canadian Liquefaction Experiment.

Canadian Liquefaction Experiment listed as CANLEX. Canadian Liquefaction Experiment - How is Canadian Liquefaction Experiment abbreviated. Canadian Life Insurance Medical Officers Association.

Canadian Liquefaction Experiment (CANLEX) through the collab­ orative efforts of industry, engineering consultants, and university participants, and with support from the Natural Sciences and Engi­ neering Research Council of Canada (NSERC).

The study will examine the characterization of sand for dynamic and static lique­ faction. The. He was the Principal Investigator of the Canadian Liquefaction Experiment (CANLEX) from toa $2 million collaborative project between industry, universities, and consulting engineers to study the characterization of sand for liquefaction analysis.

Expert panellists Professor Andrew Hopkins – Emeritus Professor of Sociology, Australian National University. Professor Hopkins is an Emeritus Professor of Sociology at the Australian National University in Canberra.

He was a consultant to the US Chemical Safety Board in its investigation of the Texas City accident. CANLEX is listed in the World's largest and most authoritative dictionary database of abbreviations and acronyms CANLEX - What does CANLEX stand for.

The Free Dictionary. Soil liquefaction is a major concern in areas of the world subject to seismic activity or other repeated vibration loads. This book brings together a large body of information on the topic, and presents it within a unified and simple framework.

To study this phenomenon, the Canadian geotechnical engineering community has started the Canadian Liquefaction Experiment (CANLEX), which has planned to include a large, controlled liquefaction event in the field.

Numerical predictions of the response of this full-scale event will be compared with the field measurements. In addition, from to he was the principal investigator of the Canadian Liquefaction Experiment (CANLEX), a $2 million collaborative project between industry, universities, and consulting engineers to study the characterization of sand for liquefaction .This Unsettling Experiment Shows How Liquefaction Occurs During an Earthquake.

BEC CREW. 17 FEBRUARY Earthquakes are devastating enough on their own, but when you combine saturated, loose, or sandy soils with all that pressure, the ground transforms, and liquifies beneath your feet.