Numerical Methods In Geotechnical Engineering - NUMGE 2010
Hardcover: 976 pages
Publisher: CRC Press; 1 edition (25 May 2010)
Language English
ISBN-10: 0415592399
ISBN-13: 978-0415592390
Numerical Methods in Geotechnical Engineering contains 153 scientific papers presented at the 7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010, held at Norwegian University of Science and Technology (NTNU) in Trondheim, Norway, 2–4 June 2010.
The contributions cover topics from emerging research to engineering practice, and are organized into the following sections:
- Constitutive modeling;
- Computer codes and algorithms;
- Discontinuum and particulate modeling;
- Large deformation – large strain analysis;
- Flow and consolidation;
- Unsaturated soil mechanics;
- Artificial intelligence;
- Reliability and probability analysis;
- Dynamic problems and Geohazards;
- Slopes and cuts;
- Embankments, shallow foundations, and settlements;
- Piles;
- Deep excavations and retaining walls;
- Tunnels and caverns;
- Ground improvement modeling;
- Offshore geotechnical engineering;
- Numerical methods and Eurocode.
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Geotechnical Risk and Safety
Proceedings of the 2nd International Symposium on Geotechnical Safety and Risk
(IS-Gifu 2009) 11-12 June, 2009, Gifu, Japan - IS-Gifu2009
Edited by Yusuke Honjo, Makoto Suzuki, Takashi Hara, Feng Zhang
Description
Communication of risks within a transparent and accountable framework is essential in view of increasing mobility and the complexity of the modern society and the field of geotechnical engineering does not form an exception. As a result, modern risk assessment and management are required in all aspects of geotechnical issues, such as planning, design, construction of geotechnical structures, mitigation of geo-hazards, management of large construction projects, maintenance of structures and life-cycle cost evaluation. This volume discusses: 1. Evaluation and control of uncertainties through investigation, design and construction of geotechnical structures; 2. Performance-based specifications, reliability based design and limit state design of geotechnical structures, and design code developments; 3. Risk assessment and management of geo-hazards, such as landslides, earthquakes, debris flow, etc.; 4. Risk management issues concerning large geotechnical construction projects; 5. Repair and maintenance strategies of geotechnical structures. Intended for researchers and practitioners in geotechnical, geological, infrastructure and construction engineering.
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Ground Motions and Soil Liquefaction During Earthquakes - Seed & Idriss
This book is one of the few classic books published by the Earthquake Engineering Institute in California authored by Seed and Idriss considered to be the persons who gave us a logical explanation in the mechanics of soil liquefaction. The book introduces the basic understanding of soil liquefaction good for junior engineers and a review for senior engineers.
Published 1982
No. of pages 134
File pdf size 5049 kb
Cheers
Jpver
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I am having problem analysis a 600 x 600 x 10 mm plate in staad. with only self wt the stress are so high. I am attaching the staad input file, please check and inform what i am doing wrong.
The plate is intended to be a chequered plate cover over underground Pit.
Staad Plate
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i need the folowing standards
BS EN ISO 22476-2:2005
BS EN ISO 14688-1:2002
BS EN ISO 14688-2:2004
BS EN ISO 22476-3:2005
DD CEN ISO/TS 17892-6:2004
ASTM D2488-09a
ASTM D1452-09
ASTM D4829-08a
or any standard about soil mechanics identification or lab testing, site testing,
i have eurocode 7
107-s37 Performance of Retrofit Highway Barriers with Mechanical Anchors
107-s38 Nonlinear Analysis of Cross Sections under Axial Load and Biaxial Bending
107-s39 Analytical Modeling of Medium-Rise Reinforced Concrete Shear Walls
107-s40 Smeared Rotating Crack Model for Reinforced Concrete Membrane Elements
107-s41 Shear-Transfer Strength of Reinforced Concrete
107-s42 Seismic Design of Reinforced Concrete Bridge Columns at Subfreezing Temperatures
107-s43 Strengthening of Flat Slabs Against Punching Shear Using Post-Installed Shear Reinforcement
107-s44 Shear Behavior of Externally Prestressed Beams with Carbon Fiber-Reinforced Polymer Tendons
107-s45 Ultimate Strength of Reinforced Concrete Beams Retrofitted with Hybrid Bonded Fiber-Reinforced Polymer
107-s46 Transverse Resistance of Masonry Infills
107-s47 Punching Shear Behavior of Two-Way Slabs Reinforced with High-Strength Steel
107-s48 Compression Splices in Confined Concrete of 40 and 60 MPa (5800 and 8700 psi) Compressive Strengths
d107-s04 Five Discussions from the September/October 2009 ACI Structural Journal
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Thermal performance of buildings —
Thermal design of foundations to avoid frost heave
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INTERNATIONAL STANDARD ISO 22476 part 2 and part 3
INTERNATIONAL STANDARD
ISO 22476-2
Geotechnical investigation and testing —
Field testing —
Part 2: Dynamic probing
ISO 22476-3
Geotechnical investigation and testing —
Field testing —
Part 3: Standard penetration test
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