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Foundation analysis and design
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In this paper, Fondation de soutenagement et al. presented a reference record for Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08.Abstract:
Keywords: Fondation ; Mur de soutenement ; Pieux ; Capacite portante ; Ancrage ; Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08read more
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Design of Sheet Pile Walls
TL;DR: In this paper, the authors provide information on the selection, design, and installation of sheet pile walls based upon the current state of the technology for sheet pile-soil-structure interaction behavior, including open channel hydraulic theory, system loads including surcharge and water loads, system stability and design for rotational stability, nonlinear soil springs and nonlinear anchor springs.
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A General Approach to the Solution of Boussinesq’s Problem for Polynomial Pressures Acting over Polygonal Domains
Francesco Marmo,Luciano Rosati +1 more
TL;DR: In this paper, a general approach for extending the classical Boussinesq solution to the case of pressures distributed according to a polynomial law of arbitrary order over a polygonal domain is presented.
ReportDOI
Granite Disposal of U.S. High-Level Radioactive Waste
Geoffrey A. Freeze,Paul Mariner,Joon H. Lee,Ernest Hardin,Barry Goldstein,Francis D. Hansen,Ronald H. Price,Anna Snider Lord +7 more
TL;DR: In this article, the authors evaluate the feasibility of disposing U.S. high-level radioactive waste in granite several hundred meters below the surface of the earth and develop scoping performance analyses, based on the applicable features, events, and processes identified by international investigators, to support generic conclusions regarding postclosure safety.
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Performance of geosynthetic-reinforced granular piles in soft clays: Model tests and numerical analysis
TL;DR: In this paper, the granular piles were reinforced with geosynthetic in the form of vertical encasement, horizontal strips and combined vertical-horizontal reinforcement, and the results indicated significant improvement in ultimate load intensity and stiffness of treated ground.
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Subgrade reaction and load-settlement characteristics of gravelly cobble deposits by plate-load tests
TL;DR: In this article, the results of plate load tests on a gravelly cobble deposit in Taichung Basin, Taiwan were presented, and the results showed that the geologic formation of the ground is very difficult to handle.