عنوان

Application of stress-wave theory to piles :

شابک

0585470006

شابک

9780585470009

شماره

b729989

عنوان اصلي

Application of stress-wave theory to piles :

نام عام مواد

[Book]

ساير اطلاعات عنواني

quality assurance on land and offshore piling : proceedings of the Sixth International Conference on the Application of Stress-Wave Theory to Piles : São Paulo, Brazil, 11-13 September, 2000 /

نام نخستين پديدآور

edited by Sussumu Niyama, Jorge Beim.

محل نشرو پخش و غیره

Brookfield :

نام ناشر، پخش کننده و غيره

A.A. Balkema,

تاریخ نشرو بخش و غیره

©2000.

نام خاص و کميت اثر

1 online resource (xvii, 772 pages) :

ساير جزييات

illustrations

متن يادداشت

"This conference was organized by the Brazilian Society for Soil Mechanics and Geotechnical Engineering"--Title page verso.

متن يادداشت

Includes bibliographical references and author index.

متن يادداشت

Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- Preface -- Organization -- Acknowledgements -- 1: Wave mechanics and its application to pile analysis -- Keynote lecture: Some wave mechanics applications -- Analysis of bearing capacity of rock-socketed piles based on wave equation theory -- Pile acceptance based on combined CAPWAP analyses -- Theoretical study on effect of pile shaft resistance on rebound during pile driving -- Time effect in determining pile capacity by dynamic methods -- Set-up considerations in wave equation analysis of pile driving -- Drivability and performance of model piles driven into cemented calcareous sand -- Automatic signal matching with CAPWAP -- Combining static pile design and dynamic installation analysis in GRLWEAP -- Rules of thumb for field and construction engineer in relation to impact pile driving -- 2: Driving equipment and recent developments -- New technologies for quality assurance of piles -- Keynote lecture: Pile driving equipment: Capabilities and properties -- Hammer system design using wave equation analysis for testing cast-in-situ concrete piles -- Analysis of pile load transfer using optical fiber sensor -- Set-up effect of cohesive soils in pile capacity -- Modulus of elasticity and stiffness of composite hammer cushions -- A new technique to drive piles: Down-the-hole piling -- Simplified neural network models for estimating soil resistance using dynamic pile test -- Pile capacity prediction using neural networks technique -- Hammer and pile cushion optimalisation -- 3: Pile integrity and low strain dynamic testing -- Keynote lecture: Øresundlink, grouting work under West Pylon: Integrity test of a giant pile -- A study for the shape of pile with reflect-wave method -- Evaluation of the performance of an existing foundation via PIT tests.

متن يادداشت

Dynamic load test and elastic rebound analysis for estimation of the bearing capacity of piles in residual soil -- Strain dynamic testing on pressure-grouted piles -- Assessment of the interface between dynamic and rapid loading tests -- Dynamic load testing on 102 steel pipe piles for bridge foundations on mudstone -- Behavior of short CFA piles in an overconsolidated clay based on static and dynamic load tests -- Static and dynamic testing of the 'Campile' -- A displacement, cast-in-situ pile -- Is DLT the final word? Correlation between DLT and SLT -- Results of an international pile dynamic testing prediction event -- Preparation of an international pile dynamic testing prediction event -- Case studies of dynamic load testing in Japan -- Case studies of high capacity CFA pile testing in Australia -- 11: Supplement -- Keynote lecture: Retrospective of Sonic Integrety Tests -- Its application to the control quality on piles -- Author index.

متن يادداشت

Dynamic load testing and Statnamic load testing for acceptance and design of driven piles -- Ethics and money. Are they compatible? -- 6: High strain dynamic testing of driven and cast in situ piles -- Dynamic testing of large piles -- Keynote lecture: Pile acceptance criteria for large diameter and cast in situ piles -- Analyzing the bearing capacity mechanism of large diameter diving casing cast-in-situ concrete piles by using high strain dynamic testing -- Analysis of dynamic load tests on steel rails piles -- A discussion of penetration matching on high strain dynamic pile testing -- Experience gained and difficulties in performing dynamic load test in composite piles made with steel rails -- The application of high strain dynamic pile testing to screwed steel piles -- Case study on the application of high strain dynamic pile testing to non-uniform bored piles -- High capacity dynamic load tests for bored piles in Sydney shale -- Predicting uplift deflection from dynamic pile testing -- Applicability of dynamic load test on a toe improved pile -- Dynamic pile testing practice in Finland -- Driving behavior of large diameter steel pipe piles -- Dynamic load test of cast in place pile using a free fall hammer -- Dynamic testing of large auger pile using free fall loading system in a harbour work -- Dynamic load test on high capacity pile socketed in basaltic rock -- 7: SPT measurements and special field monitoring test -- Keynote lecture: Frequency characteristics of stress wave and penetration during SPT -- The application of energy conservation Hamilton's principle to the determination of energy efficiency in SPT tests -- Correlative study of Smith damping coefficient and SPT blow count -- Stress wave theory application to standard penetration test in Japan -- 8: Vibratory pile driving -- Vibration in pile driving.

متن يادداشت

Keynote lecture: Vibratory driving analysis -- Computation of ground waves due to piling -- The effect of pile impedance on energy transfer to pile and ground vibrations -- Determination of modulus of subgrade reaction in a pile with a vibrating apparatus -- Analysis of crosswise vibration of pile driving -- Monitoring and control of dynamic effects of pile installation prior to pile driving -- Full-scale field-test study of dynamic soil resistance of vibratory driven sheet piles -- Accelerations of a driven pile and the surrounding soil -- 9: Statnamic and other similar techniques -- Keynote lecture: Statnamic, the engineering of art -- Keynote lecture: Three-dimensional finite element analysis of statnamic load test -- Lateral statnamic load testing of model piles -- Application of the Stress Wave method to automatic signal matching and to statnamic predictions -- A comparative study of static, dynamic and statnamic load tests of steel pipe piles driven in sand -- Case studies of statnamic load testing in Japan -- Statnamic and dynamic load tests for large diameter steel pipe piles supported by a thin bearing layer at Nagoya port in Japan -- Statnamic load testing using water as reaction mass -- Introducing statnamic load testing in Europe: Case studies in the Netherlands -- The advantages and disadvantages of dynamic load testing and statnamic load testing -- 10: Case histories, pile set-up and correlations between test methods -- Prediction reliability -- Keynote lecture: Improving the reliability of pile bearing capacity prediction by the dynamic increasing energy test (DIET) -- Correlation analyses of dynamic and static loading tests for nine piles -- Back-analyses of steel pile driving records for quality assurance -- Evaluation of pile set-up from penetration per blow -- Comparative analysis of dynamic and static test of foundation pile.

متن يادداشت

Sonic integrity test of piles-integrity effected by basement excavation in Bangkok soft clay -- Non-destructive integrity testing on piles founded in Bangkok subsoil -- Estimation of pile head stiffness using sonic integrity testing -- Integrity testing of cast-in-situ concrete piles associated with the construction of New Haccho Bridge -- Presentation of low strain integrity testing in the time-frequency domain -- First experiences in the application of the stress wave theory to foundations in Uruguay -- Detection and prevention of anomalies for augercast piling -- Recent advances and proper use of PDI low strain pile integrity testing -- Stress wave propagation velocity at early ages -- Examination of a new cross-hole sonic logging system for integrity testing of drilled shafts -- 4: Pile-soil interaction -- Keynote lecture: Identification of soil-pile model interaction parameters from recorded time-displacement signals -- Load transfer analysis from increasing energy dynamic load tests in concrete piles driven in very soft clay formation -- Dynamic pile testing and finite element calculations for the bearing capacity of a quay wall foundation -- Container terminal Altenwerder, Port of Hamburg -- The shaft dynamic response of a pile in clay: Induced pore pressure -- An investigation of pile diameter influence in the bearing capacity on Dynamic Load Test -- Pile set-up in sands -- Modeling pore pressure generation during dynamic testing of deep foundations -- 5: Codes -- Keynote lecture: The performance of the dynamic methods, their controlling parameters and deep foundation specifications -- LRFD design codes for pile foundations -- A review -- Pile testing competitions -- A critical review -- The need for quality assurance in the dynamic pile testing industry -- High strain dynamic pile testing, equipment and practice.

بدون عنوان

0

بدون عنوان

8

بدون عنوان

8

بدون عنوان

8

بدون عنوان

8

عنوان

Application of stress-wave theory to piles.

شماره استاندارد بين المللي کتاب و موسيقي

9058091503

موضوع مستند نشده

Piling (Civil engineering), Congresses.

موضوع مستند نشده

Stress waves, Congresses.

موضوع مستند نشده

Piling (Civil engineering)

موضوع مستند نشده

Stress waves.

موضوع مستند نشده

TECHNOLOGY & ENGINEERING-- Structural.

موضوع مستند نشده

TEC-- 063000

شماره

ويراست

شماره رده

نشانه اثر

مستند نام اشخاص تاييد نشده

Beim, Jorge.

مستند نام اشخاص تاييد نشده

Niyama, Sussumu.

مستند نام تنالگان تاييد نشده

International Conference on the Application of Stress-Wave Theory on Piles(6th :2000 :, São Paulo, Brazil)

مستند نام تنالگان تاييد نشده

Brazilian Society for Soil Mechanics and Geotechnical Engineering.

تاريخ عمليات

20201216002438.0

قواعد فهرست نويسي ( بخش توصيفي )

pn

نام الکترونيکي

نوع ماده

[Book]

تكميل شده

Y