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m o d |
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cr cnu---unuuu |
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141016s2007 enka ob 100 0 eng d |
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|a KNOVL
|b eng
|e rda
|e pn
|c KNOVL
|d OTZ
|d STF
|d OCLCF
|d E7B
|d EUX
|d OCL
|d OCLCO
|d OCLCQ
|d Z5A
|d WYU
|d OCLCO
|d OCLCQ
|d OL$
|d ERF
|d OCLCQ
|d LUN
|d EYM
|d OCLCO
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|a 013710385
|2 Uk
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|a 696114285
|a 794210363
|a 1066439584
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|a 9781680150643
|q (electronic bk.)
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|a 1680150642
|q (electronic bk.)
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|a 9780727739315
|q (ebook)
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|a 072773931X
|q (ebook)
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|z 9780727734860
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|z 0727734865
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|a AU@
|b 000058153599
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|a GBVCP
|b 830199454
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|a (OCoLC)893105450
|z (OCoLC)696114285
|z (OCoLC)794210363
|z (OCoLC)1066439584
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|a TA710.A1
|b R56 2007eb
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0 |
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|a 624.1513015118
|2 22
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|a BAU 200f
|2 stub
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|a UAMI
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245 |
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|a Risk and variability in geotechnical engineering /
|c edited by M.A. Hicks.
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264 |
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|a London :
|b Thomas Telford,
|c 2007.
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300 |
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|a 1 online resource (225 pages) :
|b illustrations
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336 |
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a Includes bibliographical references.
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|a Random field characterisation of stress-normalised cone penetration testing parameters / M. Uzielli, G. Vannucchi and K.K. Phoon -- On horizontal variability in line-cement columns in deep mixing / S. Larsson, H. Stille and L. Olsson -- Non-parametric simulation of geotechnnical variability / P.L. Bourdeau and J.I. Amundaray -- Towards reliable and effective site investigations / M.B. Jaksa [and others] -- Towards reliable and effective site investigations / R. Baker -- Stochastic evaluation of static liquefactin in a predominantly dilative sand fill / M.A. Hicks and C. Onisiphorou -- 3D effects in seismic liquefaction of stochastically variable soil deposits / R. Popescu, J.H. Prevost and G. Deodatis -- Deterministic/stochastic model to predict the variation in bulk modulus of chalk / F. Collin [and others] -- Chararcterisation of model uncertainties for laterally loaded rigid drilled shafts / K.-K. Phoon and F.H. Kulhawy -- Generic approach to soil -- structure interactoin considering the effects of soil heterogeneity / D. Breysse [and others] -- Probablisitic limiting tolerable displacements for serviceability limit state design of foundations / L.M. Zhang and A.M.Y Ng -- Paratial factors calibration based on reliability analyses for square footings on granular soils / Y. Honjo and S. Amatya -- Reliability-based design applied to retaining walls / B.K. Low -- Reliability of traditional retaining wall design / G.A. Fenton, D.V. Griffiths and M.B. Williams -- Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three support frame / L. Houy, D. Breysse and A. Denis -- Geostatistical method for analysing soil displacement from underground urban construction / M. El. Gonnouni, Y. Riou and P.Y. Hicher -- Probabilistic assessment of stability of a cut slope in residual soil / H. El-Ramly, N.R. Morgenstern and D.M. Cruden -- Realistic assessment of slope reliability for effective landslide hazard management / R.W.M. Cheung and W.H. Tang -- Rainfall-induced slope failure considering variability of soil properties / L.L. Zhang, L.M. Zhang and W.H. Tang.
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|a Print version record.
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520 |
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|a This book presents cutting edge techniques for characterising, quantifying and modelling geomaterial variability - in addition to methods for quantifying the influence of this variability on the performance of geotechnical structures.
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590 |
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|a Knovel
|b ACADEMIC - Earth Sciences
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650 |
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0 |
|a Soil mechanics
|x Mathematical models
|v Congresses.
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650 |
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6 |
|a Mécanique des sols
|x Modèles mathématiques
|v Congrès.
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650 |
|
7 |
|a Soil mechanics
|x Mathematical models
|2 fast
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650 |
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7 |
|a Bauwesen
|2 gnd
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650 |
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7 |
|a Bodenmechanik
|2 gnd
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655 |
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|a Conference papers and proceedings
|2 fast
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700 |
1 |
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|a Hicks, M. A.
|q (Michael A.)
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710 |
2 |
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|a Institution of Civil Engineers (Great Britain)
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776 |
0 |
8 |
|i Print version:
|t Risk and variability in geotechnical engineering
|z 9780727734860
|w (DLC) 2007532012
|w (OCoLC)124024784
|
856 |
4 |
0 |
|u https://appknovel.uam.elogim.com/kn/resources/kpRVGE000A/toc
|z Texto completo
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938 |
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|a ebrary
|b EBRY
|n ebr10868826
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994 |
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|a 92
|b IZTAP
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