GUIDELINES FOR ANALYZING AND MITIGATING LIQUEFACTION
RECOMMENDED PROCEDURES FOR IMPLEMENTATION OF DMG SPECIAL PUBLICATION 117
GUIDELINES FOR ANALYZING AND MITIGATING LIQUEFACTION IN CALIFORNIA.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Landslide Risk Management
By Oldrich Hungr, Robin Fell, Réjean Couture, Erik Eberhardt
Publisher: Taylor & Francis
Number Of Pages: 776
Publication Date: 2005-05-12
ISBN-10 / ASIN: 041538043X
ISBN-13 / EAN: 9780415380430
Product Description:
Landslide Risk Management comprises the proceedings of the International Conference on Landslide Risk Management, held in Vancouver, Canada, from May 31 to June 3, 2005. The first part of the book contains state-of-the-art and invited lectures, prepared by teams of authors selected for their experience in specific topics assigned to them by the JTC-1 Committee. The second part is a selection of papers submitted to the conference, most of which serve as case-history illustrations of projects on landslide risk management. This reference work presents the current status of landslide risk management as viewed by experts from around the world.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Book: Textbook Of Engineering Drawing 2e
Author: Reddy Venkata K
ISBN: 8178001497
ISBN-13: 9788178001494 , 9788178001494 377 Pages
Binding: Hardcover
Publishing Date: 2008
Publisher: B. S. Publications
Edition: 2nd Edition
CHAPTER 1:
1.1 Introduction
Drawing Instruments and
Accessories
Engineering drawing is a two dimensional representation of three dimensional objects. In general, it provides necessary information about the shape, size, surface quality, material, manufacturing process, etc., of the object. It is the graphic language from which a trained person can visualise objects. Drawings prepared in one country may be utilised in any other country irrespective of the language spoken. Hence, engineering drawing is called the universal language of engineers. Any language to be communicative, should follow certain rules so that it conveys the same meaning to every one. Similarly, drawing practice must follow certain rules, if it is to serve as a means of communication. For this purpose, Bureau of Indian Standards (BIS) adapted the International Standards on code of practice for drawing. The other foreign standards are: DIN of Germany, BS of Britain and ANSI of America.
1.2 Role of Engineering Drawing
The ability to read drawing is the most important requirement of all technical people in any profession. As compared to verbal or written description, this method is brief and more clear. Some of the applications are : building drawing for civil engineers, machine drawing for mechanical engineers, circuit diagrams for electrical and electronics engineers, computer graphics for one and all. The subject in general is designed to impart the following skills.
1. Ability to read and prepare engineering drawings.
2. Ability to make free - hand sketching of objects.
3. Power to imagine, analyse and communicate, and
4. Capacity to understand other subjects:
1.3 Drawing Instrument and Aids
The Instruments and other aids used in draughting work are listed below:
1. Drawing board 2. Mini draughter 3. Instrument box
4. Set squares 5. Protractor 6. Set of scales
7. French curves 8. Drawing sheets 9. Pencils
10. Templates
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Modeling Soil Liquefaction Hazards for Performance-Based Earthquake Engineering
by Kramer & Elgamal
The first widespread observations of damage attributed to liquefaction were made in the 1964 Niigata, Japan, and 1964 Alaska earthquakes. In numerous earthquakes since, liquefaction has been deemed responsible for significant damage to buildings and bridges. Liquefaction has been studied extensively over the past 35 years, and substantial advances have been made in understanding the development and effects of this phenomenon. These advances have led to a series of practical procedures for evaluating the potential for occurrence and for estimating its effects. These procedures, however, are almost entirely empirical in nature and, as such, are difficult to apply to the problem of performance prediction for individual structures. The Pacific Earthquake Engineering Research (PEER) Center is committed to the development of methods and procedures for performance-based earthquake engineering (PBEE). The use of PBEE requires the ability to predict a nearly continuous spectrum of performance states for individual structures. This requirement implies the need for tools and procedures for evaluation of the entire process of liquefaction — from initiation to effects. Recent advances in the understanding of liquefaction-related phenomena offer the promise of improved analytical predictions of the initiation and effects of soil liquefaction. The purpose of this synthesis report is to summarize current procedures for practical prediction of liquefaction behavior, to describe recent advances in the understanding of liquefaction behavior, and to describe the incorporation
of this improved understanding into new solutions for detailed modeling of soil liquefaction. The focus of this report, however, is on performance, and the reader should expect that aspects of liquefaction that relate to the performance of buildings, bridges, and lifelines will be emphasized. Well-known and widely used empirical tools and procedures for evaluation of liquefaction hazards will be reviewed relatively briefly, with more detailed discussions devoted to emerging knowledge about the mechanics of liquefiable soil behavior, and methods for incorporating those mechanics into improved models for performance prediction.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Schaum's Outline of Operations Research
Author(s): Richard Bronson, Govindasami Naadimuthu
Publisher: McGraw-Hill; 2 edition
Date : 1997
Pages : 456
Format : PDF
Language : English
ISBN-10 : 0070080208
ISBN-13 : 9780070080201
Size on disk: 25.00 MB
Tackling the broad range of allocation problems that actually confront engineers, programmers and analysts in today's business and industrial worlds, this book takes readers step-by-step through all the mathematical programming techniques--including the trailblazing Karmarkar algorithm--needed to excel in any operations research course. It's easy to see why the first edition of this invaluable study guide sole more than 35,000 copies! It cuts down study time while it builds essential skills.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Modelling Soil-Structure Interaction, Kolar and Nemec
# Hardcover: 333 pages
# Publisher: Elsevier Publishing Company (March 1990)
# Language: English
# ISBN-10: 0444988599
# ISBN-13: 978-0444988591
Product Description
Distributed in the East European countries, China, Northern Korea, Cuba, Vietnam and Mongolia by Academia, Prague, Czechoslovakia This book is based on the efficient subsoil model introduced by the authors in 1977 and applied in the last ten years in the design of foundations. From the designer's point of view, the model considerably reduces the extent of the calculations connected with the numerical analysis of soil-structure interaction. The algorithms presented are geared for use on mini- and personal computers and can be used in any numerical method. A special chapter is devoted to the implementation of the model in the NE-XX finite element program package, illustrated with diagrams, tables and practical examples. Besides presenting the energy definition and general theory of both 2D and 3D model forms, the book also deals with practical problems such as Kirchhoff's and Mindlin's foundation plates, interaction between neighbouring structures, actual values of physical constants of subsoils and natural frequencies and shapes of foundation plates. Today, researchers and engineers can choose from a wide range of soil models, some fairly simple and others very elaborate.
Language Notes
Text: English (translation)
Original Language: Czech
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
First Sentence:
A ground investigation is undertaken to determine, vertical and horizontal variations in ground type and ground properties which include the in-situ stress conditions, deformation and strength parameters and parameters defining time-dependent behaviour
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Underpinning and Retention
Editors: S. Thorburn , G.S. Littlejohn
Hardcover: 416 pages
Publisher: Taylor & Francis; 2nd Ed edition (12 Nov 1992)
Language: English
ISBN-10: 0751400947
ISBN-13: 978-0751400946
Various underpinning methods exist, and choosing a particular method or selection of methods is the job of the engineer. Consistent with the underpinning procedure is the need to retain the affected structure plus the surrounding ground and/or buildings. This book will offer advice on how to chose the correct procedure.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Advances in Geotechnical Engineering and Tunneling (Rotational Tunneling)
Author (Edited by) Demitrius Kolymbas
ISBN - 3832503501
ISSN - 15666182
File Format - PDF 427 pages - Low quality
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
The book explains theoretical aspects of various processes in making cement at various stages as also steps in sizing of major machinery and auxiliaries. All in all it is a very comprehensive and practical handbook.
The contents of the book are divided in eight sections covering all aspects of designing cement plants from scratch to guide step by step through various stages involved in setting up a cement plant:
1. Basics
2. Machinery used in making cement
3. Techno-economic feasibility studies
4. Civil design and construction
5. Electricals and instrumentation
6. Layouts and detailed engineering
7. Selecting and ordering machinery
8. Reference section
It will be of great use to Cement Plant Consultants, Cement Technologists, and Cement Machinery Manufactures and most certainly to Entrepreneurs and Cement Plant Personnel, Staff of Design and Drawing Offices who have the responsibility to develop layouts would find in it a very handy guide.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
![[Image: info.png]](https://forum.civilea.com/postgen/info.png)
![[Image: Download.png]](https://forum.civilea.com/postgen/Download.png)
![[Image: 83140560942377080286.jpg]](https://pic.civilea.com/images/83140560942377080286.jpg)
![[Image: 22392254069190051170.jpg]](https://pic.civilea.com/images/22392254069190051170.jpg)
![[Image: password.png]](https://forum.civilea.com/postgen/password.png)
![[Image: 14975870661401990659.jpeg]](https://pic.civilea.com/images/14975870661401990659.jpeg)
![[Image: 13813175763123334312.jpg]](https://pic.civilea.com/images/13813175763123334312.jpg)
![[Image: 00026008579806790380.jpg]](https://pic.civilea.com/images/00026008579806790380.jpg)
![[Image: 53999809866655009386.jpg]](https://pic.civilea.com/images/53999809866655009386.jpg)
![[Image: 47987625192560721466.jpg]](https://pic.civilea.com/images/47987625192560721466.jpg)
![[Image: 96893367264177049004.png]](https://pic.civilea.com/images/96893367264177049004.png)
![[Image: 13184012222505878621.jpg]](https://pic.civilea.com/images/13184012222505878621.jpg)
![[Image: 15468381210920758822.jpg]](https://pic.civilea.com/images/15468381210920758822.jpg)
![[Image: 31434092895992107100.jpeg]](https://pic.civilea.com/images/31434092895992107100.jpeg)