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Canadian Foundation Engineering Manual 4th | PDF
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It also covers procedures used in subsurface exploration, a discussion of unusual site conditions, the particular problem of engineering of earthquake resistant design, and the principles of limit states design as applied to geotechnical engineering. The canadian foundation engineering manual download of the limit states design is intended to make the design of foundation consistent with the design of superstructures as regulated in the National Building Code of Canada and related Canadian Standards Association CSA standards.
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Canadian foundation engineering manual. ( edition) | Open Library
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Canadian Foundation Engineering Manual (4th:Edition) – Civil MDC
Preface iii A draft manual for public comment was published in In , the Canadian Geotechnical Society assumed responsibility for the Manual and placed it under the Technical Committee on Foundations.
This coinmittee revised the draft and published in the first edition of the Canadian Foundation Engineering Manual, which incorporated suggestions received on the draft. The Society solicited comments on the Manual and suggestions for revisions and additions in Seminars across the country.
In , the Society requested that the Technical Committee review the comments and suggestions received and prepare a second edition of the Manual published in A third edition was produced in , including various revisions and additions. Further developments in applied GeoEngineering and Ground Engineering are included in this fourth edition, published in The Manual is truly produced by the membership ofthe Canadian Geotechnical Society. The number of individuals who have contributed to the manual first, the preparation of the draft, then the first edition, the second edition, the third edition and this fourth edition – is very large.
Specific individuals who contributed to the fourth edition were: ‘ D. Becker and 1. Moore Editors 1. Lafleur Editor, French Edition S. Barbour R. Bathurst S. Boone R. I Brachman B. Brockbank M. Diederichs M. El Naggar 1. Fannin D. Howie D. Hutchinson J. Konrad S. Leroueil K. Novakowski 1. Shang The Manual provides information on geotechnical aspects of foundation engineering, as practiced in Canada, so that the user will more readily be able to interpret the intent and performance requirements ofthe National Building Code of Canada the release ofthis fourth edition coincides with publication ofthe NBCC, and the Canadian’ , t iv Canadian Foundation Engineering Manual HighwayBridgeDesignCode, TheManualalsoprovidesadditionalmaterialonmattersnotcoveredbythese Codes.
Foundationengineeringis notaprecisescience,butistoa extentbaseduponexperienceandjudgement. The Manual assumes thattheuseris experiencedinandunderstandsthe specializedfield ofgeotechnicaland ground engineering. TheManualis notatextbook,norasubstitutefor theexperienceandjudgementofapersonfamiliar withthemanycomplexitiesoffoundationengineeringpractice. TheManualcontains: 1. Acceptable design guidelines for the solution ofroutine foundation engineering problems, as based on soundengineeringprinciplesandpractice.
Anoutlineofthelimitationsof certainmethodsofanalysis. It istheintentionoftheCanadianGeotechnical Society to continue theprocess ofreview, andto update the Manual as the needarises.
While reasonable efforts havebeenmadetoensurevalidityandaccuracyofinformationpresentedinthisManual,theCanadianGeotechnical Societyanditsmembershipdisclaimanylegalresponsibilityforsuchvalidityorinaccuracy. Comments and suggestions on the technical contents ofthe Manual are welcome.
Surcharge Loading During the preparation of this 4th edition of the Manual by members of the Canadian Geotechnical Society, a companion document has been under development to focus explicitly on site characterization.
Since the Manual is being published before that companion document, Chapter 4 continues to include details of site characterization and subsurface investigation in soil and rock.
It is likely that a future edition of the Manual will be modified and cross-reference the Characterization Guidelines. Chapters 6 to 8 contain general discussions offoundation design, dealing with earthquake resistant design in Chapter 6, a more general discussion of foundation design in Chapter 7, and specific treatment of Limit States Design methodologies in Chapter 8. The evolution of geotechnical engineering practice has not yet come to a point where the whole Manual can be converted to a limit states LSD or load and resistance factor design LRFD framework.
Again, this will be left as a major contribution in a subsequent edition of the Manual when the status of foundation engineering practice has moved more comprehensively towards the adoption of LSD or LRFD design concepts. Chapters 9 to 11 deal with strength and deformation ofshallow foundations on rock and soil. Chapters 12, 13, 14 and 15 deal with specific considerations associated with drainage, frost action, machine foundations and foundations on expansive soils, respectively.
Chapter 16 contains a discussion oftechniques for ground improvement in association with foundation design and construction. Chapters 17 to 21 deal explicitly with the design of deep foundations. Chapter 22 has a brief discussion associated with control qf groundwater. Chapter 23 contains a comprehensive discussion ofthe design and use ofgeosynthetics to solve geotechnical engineering problems. Chapters 24 to 27 deal with earth retaining structures, unsupported excavations, and supported excavations and flexible retaining structures, including reinforced soil walls.
Other terms are defined or explained where they are introduced in the text. For additional terms, see Bates and Jackson Adfreezing – the adhesion of soil to a foundation unit resulting from the freezing of soil water.
Also referred to as ‘frost grip’. Basal heave – the upward movement of the soil or rock at the base of an excavation. Bearing pressure, allowable – in working stress design it is the maximum pressure that may be applied to a soil or rock by the foundation unit considered in design under expected loading and subsurface conditions towards achieving desired performance of the foundation system.
In limit stress design, allowable bearing pressure commonly corresponds to serviceability limit states for settlement not exceeding 25 mm towards achieving desired performance of the foundation. Bearing or contact pressure – the pressure applied to a soil or rock by a foundation unit. Bearing pressure for settlement means the bearing pressure beyond which the specified serviceability criteria are no longer satisfied. Bearing surface – the contact surface between a foundation unit and the soil or rock upon which it bears.
Capacity or bearing capacity or geotechnical capacity – the maximum or ultimate soil resistance mobilized by a loaded foundation unit, e. The structural capacity of a foundation unit is the ultimate resistance of the unit itself as based on the strength of the building materials. Piles and caissons are the most common type of deep foundation. Downdrag – the transfer of load dragload to a deep foundation unit by means of negative skin friction, when soil settles in relation to the foundation unit.
Dragload – the load transferred to a deep foundation unit by negative skin friction occurring when the soil settles in relation to the foundation unit. Effective stress analysis – an analysis using effective stress strength parameters and specifically accounting for the effects of pore water pressure. Excavation the space created by the removal of sailor rock for the purpose of construction. Factored geotechnical bearing resistance of a foundation unit – the factored resistance of a foundation unit, as determined by geotechnical formula using unfactored characteristic soil strength parameters to calculate ultimate capacity resistance that is multiplied by an appropriate geotechnical resistance factor, or, the ultimate capacity as determined in a field-test loading multiplied by an appropriate geotechnical resistance factor.
Factored geotechnical bearing resistance means the calculated ultimate nominal bearing resistance, obtained using characteristic ground parameters, multiplied by the recommended geotechnical resistance factor.
Factored Geotechnical Resistance at ULS – the product of the geotechnical resistance factor and the geotechnical ultimate nominal sailor rock resistance. Factored load – nominal characteristic or specified load multiplied by the appropriate load factor. Factored geotechnical pull out resistance i. Factored geotechnical sliding resistance means the calculated ultimate nominal sliding resistance, obtained using characteristic ground parameters, multiplied by the recommended geotechnical resistance factor, Factor of safety – in working stress design, the ratio of maximum available resistance to the resistance mobilized under the applied load.
Fill- artificial man-made deposits consisting of soil, rock, rubble, industrial waste such as slag, organic material, or a combination ofthese, which are transported and placed on the natural surface of soil or rock. It mayor may not be compacted.
Foundation – a system or arrangement ofstructural members through which the loads from a building are transferred to supporting sailor rock. Foundation unit – one of the structural members of the foundation of a building such as a footing, raft, or pile.
Frost action – the phenomenon occurring when water in soil is subjected to freezing, which, because of the water- ice phase change or ice lens growth, results in a total volume increase, andlorthe build-up of expansive forces under confined conditions, and the subsequent thawing that leads to loss of soil strength and increased compressibility.
Frost-susceptible soil – soil in which significant ice- segregation will occur resulting in frost heave, or heaving pressures, when requisite moisture and freezing conditions exist. Grade – the average level of finished ground adjoining a building at all exterior walls. Groundwater free water in the ground.
Groundwater, artesian – a confined body of water under a pressure that gives a level of hydrostatic pore pressure phreatic elevation higher than the top surface of the soil unit in which the pore water pressure exists. Flowing artesian corresponds to the condition when the phreatic elevation is higher than the ground surface.
Groundwater level groundwater table – the top surface of free water in the ground. Groundwater, perched – free water in the ground extending to a limited depth.
Hydrostatic pore pressure – a pore water pressure varying as pressure in a non-moving free standing column of water.
Ice-segregation – the growth of ice in lenses, layers, and veins in soil, commonly, but not always, oriented normal to the direction of heat loss. Lateral pressure load , design – the maximum pressure load that may be applied in the horizontal direction to a soil or rock by a foundation unit. Load, service – the load actually applied to a foundation unit and which is not greater than the design load. Load factor – the factor used to modifY usually increase the actual load acting on and from a structure, as used in ultimate limit states design.
Negative shaft resistance – soil resistance acting downward along the side of a deep foundation unit due to an applied uplift load Negative skin friction – soil resistance acting downward along the side of a deep foundation unit due to downdrag Overconsolidation ratio OCR – the ratio between the preconso1idation pressure and the current effective overburden stress.
Pier – a deep foundation unit with a large diameter to length ratio, usually, a large diameter bored pile or caisson Pile – a slender deep foundation unit, made of materials such as wood, steel, or concrete, or combinations thereof, which is either premanufactured and placed by driving, jacking, jetting, or screwing, or cast-in-place in a hole formed by driving, excavating, or boring. Cast-in-place bored piles are often referred to as caissons in Canada.
Pile head – the upper end of a pile. Pore pressure ratio the ratio between the pore pressure and the total overburden stress. Rock quality designation RQD – a measure of the degree of fractures in rock cores, defined as the ratio of the accumulated lengths minimum mm of sound rock over the total core length. The safety factor is defined as a ratio of maximum available resistance to mobilized resistance or to applied load.
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