Author(s): International TextBook Company
Publisher: International TextBook Company
Date : 1927
Pages : 310
Format : PDF
Language : English
ISBN-10 : 1740164021
This volume covers fundamental principles of mechanics, analytic statics, kinematics and kinetics, hydrostatics, pneumatics, and rudiments of analytic geometry. The book is written clearly and in the simplest language possible, so as to make them readily understood by all students.
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:
Behaviour of buildings due to tunnel induced subsidence
In urban areas tunnelling can induce ground movements which distort and, in severe cases damage overlying buildings and services. The conventional design methods, used in engineering practice to assess these deformations, are based on empiricism gained from green field sites and consequently do not account for important characteristics of these structures. Furthermore the mechanisms which control this tunnel-soil-structure interaction problem arenot well understood. Recently, a new approach, based on the relative stiffness of a building and the underlying soil, has been proposed to account for the effect of a building stiffness when predicting its deformation and potential damage. The objective of this thesis is to assess this new approach and extend its applicability. This has been achieved by performing parametric studies using both two and three dimensional fnite element analyses and by reviewing field data obtained during the construction of the Jubilee Line Extension. In particular the e®ect of building weight, the nature of the contact between the building foundations and the soil and the geometry of the building with respect to the direction of tunnelling on the behaviour of the building has been investigated. The results of these investigations have lead to an improved understanding of the tunnel-soil-building interaction problem. They have also verified and extended the applicability of the relative sti®ness approach providing greater confidence for its use in engineering practice.
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:
Concrete Materials, Second Edition:
Properties, Specifications, and Testing
Author(s): Sandor Popovics
Publisher: William Andrew; 2 edition
Date : 1992
Pages : 661
Format : pdf
Language : English
ISBN-10 : 0815513089
ISBN-13 : 9780815513087
This book presents an in-depth approach to concrete ingredients and their relationships to concrete by discussing their properties, pertinent test methods, specifications, proper use and selection, and solutions to problems in practice. The approach is practice oriented, and the book assists in the improved application of concrete through a thorough understanding of its ingredients. This is aided by the discussion of certain fundamental aspects and relationships in quantitative forms, and by also presenting the interpretation of research and experience. An extensive bibliography is included. The book is a current, organized summary of knowledge concerning concrete-making materials, which will enable the engineer/user to make the best possible product using these materials.
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:
A Professional's Handbook on Grouting and Concrete Repair
Publisher: Five Star Products, Inc
Date : 2007
Pages : 122
Format : pdf
PREFACE
The American Society for Testing and Materials (ASTM), the Corp of Engineers and the American Concrete Institute (ACI), are key organizations responsible for establishing standards and specifications for nonshrink grout and concrete repair. The beneficial work of these organizations is important to industry. Reports, such as “Grouting between Foundations for the Support of Equipment and Machinery” (ACI 351.1R-99), provide an excellent overview for evaluating and selecting nonshrink grouts based on the different expansion mechanisms used by grout manufacturers. Because some of these expansion mechanisms have a significant effect on the successful use of grout products in the field, ACI 351.1R-99 is an important tool for owners, engineers, architects, specifiers and contractors.
However, the nature of some committees within industry organizations is to generate standards and practices around consensus. This is particularly evident with respect to nonshrink grout. Because of this, the term “nonshrink” is one that has often been used loosely and not clearly defined – certain “nonshrink” grouts available in the marketplace actually do exhibit shrinkage when tested by ASTM test methods. Because of this, engineers, architects, specifiers and owners must specify exact performance properties with respect to vertical height change characteristics of grouts, and contractors should understand the importance of the standards and specifications they are given. A successful grout job is the joint responsibility of the engineer, the contractor, and the manufacturer. The generic use of the term nonshrink in standards and specifications is insufficient. This handbook, in conjunction with ACI and ASTM standards, can guide the strengthening and use of product specifications to ensure proper selection, specification, and use of precision nonshrink grouts and concrete repair materials.
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:
RECENT ADVANCES IN GROUND ANCHOR AND GROUND REINFORCEMENT TECHNOLOGY
The recent advances in ground anchor technology and the related techniques of cable bolting and rock bolting are reviewed. Collectively the technology associated with the three techniques enable design engineers to address stability problems over a range of scales and in a range of geomechanical environments. The techniques have similar aims but have developed into separate disciplines with unique attributes. The procedures for designing and creating ground anchors that meet the stringent requirements associated with modern civil infrastructure are discussed. This contrasts the very different design approaches being developed in rock bolting and cable bolting where standards are less exacting but the design problems can sometimes be more complex.
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:
QUANTITATIVE RISK ASSESSMENT : APPLICATION, MYTHS AND FUTURE DIRECTION
The development of quantitative risk assessment (QRA) methodologies has advanced to such a state that it is now a practical risk management tool in geotechnical engineering. Pilot applications of QRA have shown great promise and it has contributed to addressing questions that would otherwise be very difficult to answer using conventional techniques. Resistance against the more widespread use of QRA is real and this is partly due to myths about the technique. The essence is risk-based thinking, be it under a quantitative or qualitative framework. The geotechnical community stands to gain by integrating risk-based thinking and methodologies into current geotechnical practice. This integration will better align the geotechnical profession with many of
the other engineering fields that practise risk management in a more explicit manner.
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:
Posted by: Sumatra - 09-27-2010, 02:21 PM - Forum: Archive
- No Replies
[Book Request] Continental intraplate earthquakes: science, hazard, and policy issues
This is a good book that explained about continental intraplate earthquake edited by Prof. Seth Stein and published by Geological Society of America. It contains pros and cons in seismic hazard analysis for continental interiors and describes the relevance of active faulting and seismicity studies to assessment of longterm. It also discuses the seismic hazard in Australia, Antarctica, New Madrid Zone, etc.
GROUND IMPROVEMENT ENGINEERING-ISSUES AND SELECTION
The issues, which affect the successful application of ground improvement in soil and rock, are studied with emphasis on the design, construction and long-term performance of the improved ground. Discussed are over thirty technical issues affecting twenty four ground improvement techniques representing the eight main categories of ground improvement in soil: densification, consolidation, weight reduction, reinforcement, chemical treatment, thermal stabilization, electrotreatment and biotechnical stabilization. Theissues, which influence rock integrity, are also discussed, including those related to rock properties as well as external factors such as water, climate, earthquakes and others. Eight types of rock degradation are
described in the paper and possible remediation measures are identified for each, many of which include the application of ground improvement. Several factors, which may influence the selection of a ground improvement technique or a combination of techniques, are discussed and a case study is presented to demonstrate the selection process.
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: