Download or read book Experimental Study of the Undrained Uplift Behavior of Model Drilled Shaft Foundations written by John Frederick Beech and published by . This book was released on 1986 with total page 1046 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Analysis of Drilled Shaft Foundations in Uplift written by Fred H. Kulhawy and published by . This book was released on 1981 with total page 102 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Experimental Investigation of the Uplift Capacity of Drilled Shaft Foundations in Cohesionless Soil written by James Pirtle Stewart and published by . This book was released on 1981 with total page 464 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Behavior of Drilled Shaft Foundations in Axial Uplift Loading written by James Pirtle Stewart and published by . This book was released on 1980 with total page 538 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Evaluation of Procedures for Predicting Foundation Uplift Movements written by and published by . This book was released on 1985 with total page 128 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Analytical Modeling of the Uplift Behavior of Drilled Shaft Foundations written by James Lawrence Withiam and published by . This book was released on 1978 with total page 432 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book An Experimental Investigation Into the Uplift Capacity of Drilled Shaft Foundations in Cohesionless Soils written by James Pirtle Stewart and published by . This book was released on 1981 with total page 860 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Experimental Analysis of Drilled Shaft Foundations Subjected to Repeated Axial Loads Under Drained Conditions written by John Patrick Turner and published by . This book was released on 1986 with total page 550 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Behavior of Drilled Shafts in Axial Uplift Loading written by James Pirtle Stewart and published by . This book was released on 1980 with total page 274 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book An Experimental Study of the Undrained Behavior of Drilled Shaft Foundations Subjected to Static and Cyclic Inclined Loading written by Fred H. Kulhawy and published by . This book was released on 1995 with total page 304 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Experimental Study of Drained Behavior of Drilled Shafts During Static Inclined Loading written by Stevan D. Vidić and published by . This book was released on 1992 with total page 246 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book An Experimental Study of the Drained Behavior of Drilled Shaft Foundations Subjected to Cyclic Inclined Loading written by Stevan D. Vidić and published by . This book was released on 1993 with total page 252 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Experimental Investigation of the Uplift Capacity of Drilled Shaft Foundations in Cohesionless Soil written by James P. Stewart and published by . This book was released on 1981 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Design of Short Drilled Shaft Foundations in High plasticity Clay Under Inclined Loading written by Thornchaya Wejrungsikul and published by . This book was released on 2011 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Drilled shaft foundations are primarily used to support structures such as bridge piers, towers, buildings, transmission towers, and roadway median cable barriers. Generally, the main characteristics of drilled shafts are to transfer the loads to the stronger subsoil layers in the vertical direction and also their ability to withstand lateral movements from lateral loads applied. Though the design of shafts is well established with respect to combinations of loads and moments, their behavior under pullout type inclined loading is not well established. The inclined load applied is the combination of lateral and uplift loads applied at the same time and structures such as ends of cable barriers and transmission towers that are supported by the drilled shafts. This dissertation research mainly focuses on the use of drilled shafts supporting at the ends of the cable median barrier systems. These shafts play an important role in protecting the integrity of the cables thereby reducing cross-over collisions at highway medians. Several foundation problems were recorded in north Texas when drilled shafts were used to connect all the cables of the cable barrier systems. During December 2006 to February 2007, several foundation failures of three cable median barrier were observed in Kaufman County near Dallas without any traffic related vehicular impacts (Heady, 2008). Preliminary investigation of foundation failures showed that failed drilled shafts were located in a high plasticity clay environment. Causes of failures are attributed to cold temperature induced shrinkage in the cables that might have significantly increased the tensions in them. Other factors consist of soil saturation from prolonged rainfall events and also potential use of smaller size drilled shafts at the site. In order to fully understand the causes of failures, the present dissertation research was performed. As a part of this research, various sizes of drilled shafts were designed and constructed in a clayey soil environment similar to the one where foundation distress was observed. Geotechnical sampling and laboratory testing were performed and the test results showed different soil layers including high plasticity clayey soil near the ground surface. Soil strength properties for both unsaturated (field condition) and saturated conditions were determined and these results are used in the analysis of field test results to deduce the causes of foundation distress. A new load test setup for the application of an inclined tensile loading on the drilled shaft was designed to simulate the natural field loading condition exerted by the cables. The capacities of different sizes of drilled shafts from field test were tested and measured with this setup and these results showed that the dimensions of reaction test piers and spacings used between reaction and test piers have yielded results that are not influenced by the boundary effects or reaction shaft movements. All load tests were conducted until the foundations reached failure. Test results were analyzed with both uplift capacity and lateral capacity analyses models proposed by many researchers as well as Finite Element Method (FEM) based numerical modeling in understanding the behaviors of drilled shafts under the inclined loading. After obtaining good simulation results, the analytical models are further used for various hypothetical foundation dimensions and for different undrained shear strengths of soils. These test results are used to develop foundation design charts for inclined loading conditions. Both the selection of a specific design chart and its use are explained. Additionally, drilled shaft construction guidelines for cable barrier systems and recommendation for periodic maintenance are provided.
Download or read book Foundation Engineering Handbook written by Hsai-Yang Fang and published by Springer Science & Business Media. This book was released on 2013-06-29 with total page 935 pages. Available in PDF, EPUB and Kindle. Book excerpt: More than ten years have passed since the first edition was published. During that period there have been a substantial number of changes in geotechnical engineering, especially in the applications of foundation engineering. As the world population increases, more land is needed and many soil deposits previously deemed unsuitable for residential housing or other construction projects are now being used. Such areas include problematic soil regions, mining subsidence areas, and sanitary landfills. To overcome the problems associated with these natural or man-made soil deposits, new and improved methods of analysis, design, and implementation are needed in foundation construction. As society develops and living standards rise, tall buildings, transportation facilities, and industrial complexes are increasingly being built. Because of the heavy design loads and the complicated environments, the traditional design concepts, construction materials, methods, and equipment also need improvement. Further, recent energy and material shortages have caused additional burdens on the engineering profession and brought about the need to seek alternative or cost-saving methods for foundation design and construction.
Download or read book Axial Behavior of Drilled Shafts in Gravelly Soils written by Jie-Ru Chen and published by . This book was released on 2004 with total page 604 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Experimental Study of the Undrained Uplift Behavior of Drilled Shaft Foundations written by J. F. Beech and published by . This book was released on 1987 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: