Indexation 624.1 : Infrastructures.Ouvrages en terre. Fondations. Tunnels
624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentesOuvrages de la bibliothèque en indexation 624.1 (334)
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Tien H. Wu, Auteur |The observational method was used to design and construct an embankment over a deposit of soft sludge. The first part of the paper describes the case history of the project. The second part describes the use of analytical models as part of the o[...]
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T. P. Cheong, Auteur ; K. Soga, Auteur ; D. J. Robert, Auteur |This study investigates the interaction between soil and pipeline in sand subjected to lateral ground displacements with emphasis on the peak force exerted to a bended elbow-pipe. A series of three-dimensional (3D) finite-element (FE) analyses w[...]
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Dallas N. Little, Auteur ; Syam Nair, Auteur ; Bruce Herbert, Auteur |Civil engineers are at times required to stabilize sulfate-bearing clay soils with calcium-based stabilizers. Deleterious heaving in these stabilized soils may result over time. This paper addresses critical questions regarding the consequences [...]
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Jalayer, F., Auteur ; C. A. Cornell, Auteur |Alternative non-linear dynamic analysis procedures, using real ground motion records, can be used to make probability-based seismic assessments. These procedures can be used both to obtain parameter estimates for specific probabilistic assessmen[...]
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Jalayer, F., Auteur ; C. A. Cornell, Auteur |Alternative non-linear dynamic analysis procedures, using real ground motion records, can be used to make probability-based seismic assessments. These procedures can be used both to obtain parameter estimates for specific probabilistic assessmen[...]
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G. De Matteis, Auteur ; A. Formisano, Auteur ; F. M. Mazzolani, Auteur |In the present paper, the seismic upgrading of existing reinforced concrete (RC) structures by means of steel and pure aluminium shear panels is examined. After a preliminary experimental evaluation of the performance of the bare RC structure, a[...]
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Enrico Conte, Auteur ; Antonello Troncone, Auteur |This paper deals with the active landslides that are controlled by pore water pressure changes owing to groundwater fluctuations. These landslides are usually characterized by low displacement rate with deformations essentially concentrated with[...]
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A. Bezuijen, Auteur ; R. te Grotenhuis, Auteur ; A. F. Van Tol, Auteur |A conceptual, analytical model has been developed to describe the fracture grouting process in sand. The objective of the model is to improve understanding about this process in sand and to model propagation of the fractures. The results can be [...]
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Tong Qiu, Auteur |This paper presents a theoretical study of Biot flow–induced damping in saturated soil during shear wave excitations. The solid skeleton is treated as equivalent linear. Biot flow–induced damping is evaluated for the cases of resonant column tes[...]
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Peter John Cleall, Auteur ; Yu-Chao Li, Auteur |Analytical solutions are presented for analyzing volatile organic compound (VOC) diffusion through intact composite landfill liners for two scenarios with boundary conditions at the base of either a VOC concentration of zero or a VOC mass flux o[...]
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Yu-Chao Li, Auteur ; Peter John Cleall, Auteur |Analytical solutions for conservative solute diffusion in one-dimensional double-layered porous media are presented in this paper. These solutions are applicable to various combinations of fixed solute concentration and zero-flux boundary condit[...]
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R. Kerry Rowe, Auteur ; M. Z. Islam, Auteur ; R. W. I. Brachman, Auteur |Accelerated aging tests to evaluate the depletion of antioxidants from a high density polyethylene geomembrane are described. The effects of temperature, high pressure, and continuous leachate circulation on the aging of geomembranes in composit[...]
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Christopher R. McGann, Auteur ; Pedro Arduino, Auteur ; Peter Mackenzie-Helnwein, Auteur |This paper presents a kinematic analysis of a single pile embedded in a laterally spreading layered soil profile and discusses the relevancy of conventional analysis models to this load case. The research encompasses the creation of three-dimens[...]
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Chieh-Hou Yang, Auteur ; Tzu-Bin Wang, Auteur ; Hsing-Chang Liu, Auteur |In this paper, two Taiwan case studies are used to investigate the potential application of the borehole ground-penetrating radar (BGPR) technique. The first case located an unknown buried pipe which had to be dug out prior to underground excava[...]
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Han, Sang Whan, Éditeur scientifique ; Chopra, Anil K., Éditeur scientifique |Incremental dynamic analysis (IDA) - a procedure developed for accurate estimation of seismic demand and capacity of structures - requires non-linear response history analysis of the structure for an ensemble of ground motions, each scaled to ma[...]
