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Showing 1 to 16 of 16 for “"Caisson"”.

  1. BEHAVIOUR OF GRAVITY CAISSON ON SANDBED

    Gravity caissons are proposed as the wharf structure for the Port of Singapore Authority's (PSA) Third Container Terminal. Conveyance of cargo at this terminal will be undertaken by new pilotless automated guided vehicle (AGVs) operation which may be adversely affected by ground movement exceeding …

    nus Repository record for BEHAVIOUR OF GRAVITY CAISSON ON SANDBED (opens in a new tab)

  2. Study of the pneumatic caisson for Piscataqua River Bridge

    Thesis (B.S.)--Massachusetts Institute of Technology, Dept. of Architectural Engineering, 1923.

    mit Repository record for Study of the pneumatic caisson for Piscataqua River Bridge (opens in a new tab)

  3. A numerical study of the suitability of rigid inclusion ground reinforcement beneath caisson quay walls

    … for reinforcement of the foundation of a caisson quay wall functioning as a container terminal. Apart from their brittle behaviour under lateral loading, rigid inclusions are well suited to the large uniform loads and stringent post-construction deflection tolerances associated with …

    cape-town Repository record for A numerical study of the suitability of rigid inclusion ground reinforcement beneath caisson quay walls (opens in a new tab)

  4. An experimental investigation of the behavior of a model suction caisson in a cohesive soil

    Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1997.

    mit Repository record for An experimental investigation of the behavior of a model suction caisson in a cohesive soil (opens in a new tab)

  5. Design and evaluation of a pneumatic caisson shaft alternative for a proposed subterranean library at MIT

    Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2001.

    mit Repository record for Design and evaluation of a pneumatic caisson shaft alternative for a proposed subterranean library at MIT (opens in a new tab)

  6. Evaluating soil pressures on a deep foundation element due to liquefaction-induced lateral spreading

    … The kinematic loadings on a large, rigid caisson due to an all-sand profile undergoing liquefaction and subsequent lateral spreading are evaluated in this thesis. While a relatively large volume of work has been completed pertaining to the lateral loads imposed on flexible foundation …

    uiuc Repository record for Evaluating soil pressures on a deep foundation element due to liquefaction-induced lateral spreading (opens in a new tab)

  7. Implementation of Self-Consolidating Concrete for Bridge Applications

    … SCC. SCC was incorporated for cast-in-place caissons as well as precast/prestressed beam components.;Prior to use of a 4,500 psi mix for the caisson applications, deemed SCC-1, a novel test procedure was developed to assess the uniformity of SCC within a model caisson member. Instead of …

    wvu Repository record for Implementation of Self-Consolidating Concrete for Bridge Applications (opens in a new tab)

  8. Multichannel maximum entropy method of spectral analysis applied to offshore structures

    … shape identification of a triple decked, single caisson offshore platform. The superiority of the multichannel Maximum Entropy Methods relative to conventional spectral analysis techniques in calculating these cross-spectral estimates and evaluating mode shapes is demonstrated.

    woods-hole Repository record for Multichannel maximum entropy method of spectral analysis applied to offshore structures (opens in a new tab)

  9. Calcul des poutres-caissons par la méthode des assemblages des plaques

    … développée pour l'analyse élastique des poutres-caissons sous l'effet des charges statiques. Dans cette méthode, des fonctions harmoniques qui satisfont les conditions aux limites (moments de flexion et forces de membranes) dans la direction longitudinale, sont utilisées conjointement avec des …

    sherbrooke Repository record for Calcul des poutres-caissons par la méthode des assemblages des plaques (opens in a new tab)

  10. Application of numerical limit analyses for undrained stability problems in clay

    … (short-term) pullout capacity of a single caisson cell in clay is initially investigated as a planar problem. Limit analyses show that the capacity can be presented as a normalized function of the undrained strength gradient in the clay, and interior surface area of the caisson. The results …

    mit Repository record for Application of numerical limit analyses for undrained stability problems in clay (opens in a new tab)

  11. CONCEPTION ET DIMENSIONNEMENT D’UNE PONT SUBMERGÉ DANS LE LAC LÉMAN

    … deux compartiments de ballast disposé dans le caisson qui permet soit de submergé les pièces que de régler les charges gravitaires pour qu’elles soient parfaitement en équilibre avec la poussée d’Archimède lors de la phase de service. Le tracé du pont se développe principalement le long de la …

    epfl Repository record for CONCEPTION ET DIMENSIONNEMENT D’UNE PONT SUBMERGÉ DANS LE LAC LÉMAN (opens in a new tab)

  12. Denial-of-Sleep Vulnerabilities and Defenses in Wireless Sensor Network MAC Protocols

    … Anti Sleep-Deprivation for Sensor Networks, or Caisson, suite includes a lightweight, platform-independent anti-replay mechanism, an adaptive rate-limiter and a jamming detection and mitigation mechanism. These tools are designed to be applied selectively or in concert to defend against …

    vt Repository record for Denial-of-Sleep Vulnerabilities and Defenses in Wireless Sensor Network MAC Protocols (opens in a new tab)

  13. The cyclic behaviour of sand, from the Prevost model to offshore geotechnics

    … consists in the modelling of a suction caisson, part of a tripod structure for wind turbines. An axisymmetric representation of this foundation is carried out. It is assumed embedded into dense Lund sand described by the Prevost model. Monotonic and cyclic simulations are performed in …

    dundee Repository record for The cyclic behaviour of sand, from the Prevost model to offshore geotechnics (opens in a new tab)

  14. Experimental and numerical investigations to assess the behaviour of a buried pipeline in areas with high geological instability

    … pipe during landslide/fault tests in which one caisson was moved up to 4 m respect to the initial position. These experimental findings confirm that sand with a low value of maximum achievable density may prevent from high loads developing on pipelines, in contrast to native soil which can apply …

    cagliari Repository record for Experimental and numerical investigations to assess the behaviour of a buried pipeline in areas with high geological instability (opens in a new tab)

  15. Computations of fully nonlinear three-dimensional wave-body interactions

    … for the coupled unstable motions of a deep draft caisson vessel (DDCV).

    mit Repository record for Computations of fully nonlinear three-dimensional wave-body interactions (opens in a new tab)