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عنوان
Beyond 2000 in computational geotechnics :

پدید آورنده
edited by Ronald B.J. Brinkgreve.

موضوع
Engineering geology-- Data processing, Congresses.,Environmental geotechnology, Congresses.,Rock mechanics-- Data processing, Congresses.,Soil mechanics-- Data processing, Congresses.,Engineering geology-- Data processing.,Environmental geotechnology.,Rock mechanics-- Data processing.,Soil mechanics-- Data processing.,TECHNOLOGY & ENGINEERING-- Civil-- General.

رده
TD171
.
9

کتابخانه
Center and Library of Islamic Studies in European Languages

محل استقرار
استان: Qom ـ شهر: Qom

Center and Library of Islamic Studies in European Languages

تماس با کتابخانه : 32910706-025

INTERNATIONAL STANDARD BOOK NUMBER

(Number (ISBN
1315138204
(Number (ISBN
1351464302
(Number (ISBN
9781315138206
(Number (ISBN
9781351464307
Erroneous ISBN
9789058090409

TITLE AND STATEMENT OF RESPONSIBILITY

Title Proper
Beyond 2000 in computational geotechnics :
General Material Designation
[Book]
Other Title Information
10 years of PLAXIS International /
First Statement of Responsibility
edited by Ronald B.J. Brinkgreve.

.PUBLICATION, DISTRIBUTION, ETC

Place of Publication, Distribution, etc.
Rotterdam :
Name of Publisher, Distributor, etc.
Balkema,
Date of Publication, Distribution, etc.
1999.

PHYSICAL DESCRIPTION

Specific Material Designation and Extent of Item
1 online resource :
Other Physical Details
illustrations

GENERAL NOTES

Text of Note
Proceedings of the International Symposium beyond 2000 in Computational Geotechnics, Amsterdam, the Netherlands, 18-20 March 1999.

INTERNAL BIBLIOGRAPHIES/INDEXES NOTE

Text of Note
Includes bibliographical references and indexes.

CONTENTS NOTE

Text of Note
Cover; Half Title; Title Page; Copyright Page; Table of Contents; Preface; Acknowledgements; Organisation; GENERAL GEOTECHNICAL ASPECTS; Finite element analysis for the safety evaluation of a dam on a fractured rock foundation; A numerical study of a double cut and cover tunnel; 3-D modelling of bored tunnels; TEN YEARS OF PLAXIS INTERNATIONAL; The history of PLAXIS; Present of PLAXIS; On the future of PLAXIS; DAMS AND EMBANKMENTS; Finite element back analysis of loaded MSW vertical cut; Bank stability considering sand boil and excess pore water pressure
Text of Note
Back analysis of staged embankment failure: The case study StreefkerkNumerical modelling of highway embankments on extensive layers of soft soil; Deformation analyses of Ajaure Dam in Sweden; TUNNELLING AND DEEP EXCAVATIONS; Modelling tunnel behaviour for soft soil conditions: Models for structural analysis and monitoring results; Numerical analysis of the excavation of a shallow tunnel in Neapolitan pyroclastic soil; Monitoring and numerical analysis of tunnels in complex geological conditions; Numerical analysis of ground deformation in tunnelling
Text of Note
Foundation design of cryogenic tanks in Taiwan: Settlement computation by classic geotechnical and by PLAXIS FEM method compared to the measurements obtained during hydrotestsComparison study on analytical, centrifugal and numerical modeling of quasi-horizontal loaded suction piles; Numerical modelling of tension piles; EDUCATION AND RESEARCH; A soft soil model that accounts for creep; Performance of the 'hardening soil model' for a deep excavation problem; Proposal for an anisotropic, soft clay model to be incorporated in future developments in PLAXIS
Text of Note
Queensberry House, London: A case study of the prediction and monitoring of settlements during the construction of a deep excavationAn A-type prediction for a deep excavation near an existing navigable lock; Analysis of extraded concrete lining tunnel by FEM; SUBURBAN AND INFRASTRUCTURAL WORKS; Finite element method and multi-anchored walls for excavations in urban areas; Finite element analysis of basement construction at the British Museum
Text of Note
The hardening soil model: Formulation and verificationSome remarks on implicit integration of modified cam-clay model; An egg-shaped smooth yield function for non-linear analysis in geotechnics; Author index; Keyword index
0
8
8
8
8

TOPICAL NAME USED AS SUBJECT

Engineering geology-- Data processing, Congresses.
Environmental geotechnology, Congresses.
Rock mechanics-- Data processing, Congresses.
Soil mechanics-- Data processing, Congresses.
Engineering geology-- Data processing.
Environmental geotechnology.
Rock mechanics-- Data processing.
Soil mechanics-- Data processing.
TECHNOLOGY & ENGINEERING-- Civil-- General.

(SUBJECT CATEGORY (Provisional

TEC-- 009020

DEWEY DECIMAL CLASSIFICATION

Number
624
.
151
Edition
23

LIBRARY OF CONGRESS CLASSIFICATION

Class number
TD171
.
9

PERSONAL NAME - ALTERNATIVE RESPONSIBILITY

Brinkgreve, R. B. J.,1965-

CORPORATE BODY NAME - PRIMARY RESPONSIBILITY

International Symposium Beyond 2000 in Computational Geotechnics(1999 :, Amsterdam, Netherlands)

ORIGINATING SOURCE

Date of Transaction
20200822170933.0
Cataloguing Rules (Descriptive Conventions))
pn

ELECTRONIC LOCATION AND ACCESS

Electronic name
 مطالعه متن کتاب 

[Book]

Y

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