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The Engineering of Foundations, Slopes and Retaining Structures
The Engineering of Foundations, Slopes and Retaining Structures rigorously covers the construction, analysis, and design of shallow and deep foundations, as well as retaining structures and slopes. It includes complete coverage of soil mechanics and site investigations. This new edition is a well-designed balance of theory and practice, emphasizing conceptual understanding and design applications. It contains illustrations, applications, and hands-on examples that continue across chapters. Soil mechanics is examined with full explanation of drained versus undrained loading, friction and dilatancy as sources of shear strength, phase transformation, development of peak effective stress ratios,...
Geotechnical Engineering in the XXI Century: Lessons learned and future challenges
The first Pan-American Conference on Soil Mechanics and Geotechnical Engineering (PCSMGE) was held in Mexico in 1959. Every 4 years since then, PCSMGE has brought together the geotechnical engineering community from all over the world to discuss the problems, solutions and future challenges facing this engineering sector. Sixty years after the first conference, the 2019 edition returns to Mexico. This book, Geotechnical Engineering in the XXI Century: Lessons learned and future challenges, presents the proceedings of the XVI Pan-American Conference on Soil Mechanics and Geotechnical Engineering (XVI PCSMGE), held in Cancun, Mexico, from 17 – 20 November 2019. Of the 393 full papers submitt...
Use of Steel Slag in Subgrade Applications
Steel slag is a by-product of steelmaking and refining processes. In 2006, 10-15 million metric ton of steel slag was generated in the U.S. Out of the total steel slag produced in the U.S. every year, about 50-70% is used as aggregate for road and pavement construction and approximately 15-40% is stockpiled in steel plants and eventually landfilled at slag disposal sites. Since current levels of steel slag stockpiling and landfilling are not sustainable, alternative geotechnical engineering applications for steel slag are being explored to alleviate the slag disposal problem and to help save dwindling natural resources. The main objectives of this research were to determine the geotechnical ...
Bridges and More
Bridges and More takes the reader from the early years of Civil Engineering when Purdue's campus consisted of a smattering of red brick buildings surrounded by grassy meadows and roads flanked by white, wooden fences to today's state-of-the-art facilities such as the Bowen Laboratory for Large-Scale Civil Engineering Research and the online hub for the Network for Earthquake Engineering Simulation (NEES).The highly illustrated book touches on major milestones in Purdue Civil Engineering history from Road School, to the Ross Summer Surveying Camp, to Purdue's involvement in world landmarks such as the Panama Canal, Hoover Dam, the Golden Gate Bridge and the Tower of Pisa. Often, Purdue Civil Engineers are public servants, evolving research that helps to prevent disasters like building collapses and bridge failures. Bridges and More honors Purdue's School of Civil Engineering with historic images and an appealing account of 125 years of education, research and a profession that is, as the title suggests, about so much more than bridges.
Sustainable Earth and Beyond
This book presents select proceedings of the Third International Conference on Environmental Geotechnology, Recycled Waste Materials and Sustainable Engineering (EGRWSE-2022). It covers state-of-the-art research on environmental geotechnology, sustainability, and use of recycled waste materials for civil infrastructure along with latest accomplishments, trends, concerns, innovations, practical challenges encountered, and the solutions adopted in this field. Given the contents, this book is useful for researchers, engineers, and professionals working in the areas of geoenvironmental engineering, waste management, and sustainable engineering and associated fields.
Geoenvironmental Practices and Sustainability
This volume is a compilation on issues related to sustainable practices in geo-environmental engineering, particularly as applying to developing nations such as India. While, the developed world has already developed some solutions such as landfills, developments in landfills, barriers and liners in the North America and waste-to-energy and waste incineration in Europe, developing countries like India are trying to figure out ways which suit the present condition without compromising the future needs and comforts. This volume presents case studies on the various problems and solutions adopted for different sites. Although a common approach for all the problems is not feasible or recommend, t...
A Method for Accounting for Pile Setup and Relaxation in Pile Design and Quality Assurance
When piles are installed by jacking or driving, they cause substantial changes in the state of soil located near the pile. These changes result from the complex loading imposed on the soil by expansion of a cylindrical cavity to make room for the pile, by multiple cycles of shearing in the vertical direction as the pile gradually moves down into the ground, and by the slow drainage associated with clayey soils. If a pile is load-tested a short time after installation, it will develop an axial resistance that reflects the existence in the soil of the excess pore pressures caused by the installation process. After the excess pore pressures dissipate, the axial pile resistance will be different...
QA/QC of Subgrade and Embankment Construction
The Dynamic Cone Penetrometer (DCP) is a device that is used for the estimation of in situ compaction quality of constructed subgrades and embankments. It is a relatively inexpensive, light-weight and easy to use device that measures the dynamic penetration resistance of the compacted soil, from which an estimate of soil strength and stiffness characteristics can be made. Owing to its ease of use, many DOTs in the U.S. have employed the DCP in their compaction quality control procedures, and over the past few decades, extensive research has been carried out on the development of correlations between the results of the DCP test and the results of strength and stiffness tests performed on comp...
Assessment of Site Variability from Analysis of Cone Penetration Test Data
Soil property values for use in geotechnical design are often estimated from a limited number of in situ or laboratory tests. The uncertainty involved in estimating soil properties from a limited number of tests can be addressed by quantifying the variability within individual soundings and of the collection of soundings at a site. It has been proposed that factors of safety or resistance factors used in design be linked to site variability. Site variability can be assessed by studying the correlation structure of in situ test data. The cone penetration test (CPT can be used for this purpose. Soil behavior type (SBT) charts are often used to obtain the subsurface soil profile from CPT parame...
