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Showing 1 to 20 of 33 for “"Retaining Wall"”.

  1. Three dimensional behavior of retaining wall systems

    … interaction (SSI) features of selected earth retaining walls utilizing the nonlinear finite element method (FEM). These 3-D features are not explicitly incorporated in conventional two-dimensional (2-D) procedures that are commonly used to design these retaining walls. The research objective …

    lsu-thes Repository record for Three dimensional behavior of retaining wall systems (opens in a new tab)

  2. Reliability-based design of a retaining wall

    A retaining wall is subject to various limit states such as sliding, overturning and bearing capacity, and it can fail by anyone of them. Since a great deal of uncertainty is involved in the analysis of the limit states, the use of detenninistic conventional safety factors may produce a misleading …

    vt Repository record for Reliability-based design of a retaining wall (opens in a new tab)

  3. Earthquake-induced tilt of retaining wall with saturated backfill

    Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1993.

    mit Repository record for Earthquake-induced tilt of retaining wall with saturated backfill (opens in a new tab)

  4. Performance of a propped retaining wall at the CTRL, Ashford

    … on the field monitoring of a propped bored pile retaining wall installed<br/>in an overconsolidated clay. Pile bending moments, prop loads, pore water pressures and<br/>lateral earth pressures were logged automatically at intervals of up to 5 minutes<br/>throughout construction (and for 4 years …

    soton Repository record for Performance of a propped retaining wall at the CTRL, Ashford (opens in a new tab)

  5. Sand Deformation Mechanisms and Earth Pressures Mobilised with Retaining Wall Movements

    The conventional design of retaining walls is typically based on ultimate limit state calculations with arbitrary factors of safety, while the assessment of wall deformations is based on serviceability limit state calculations. Such an inconsistency has caused much uncertainty and hence inevitably …

    cambridge Repository record for Sand Deformation Mechanisms and Earth Pressures Mobilised with Retaining Wall Movements (opens in a new tab)

  6. Design and analysis of reinforced earth retaining wall under vertical and horizontal strip load.

    Dept. of Civil and Environmental Engineering. Paper copy at Leddy Library: Theses & Major Papers - Basement, West Bldg. / Call Number: Thesis1985 .N4. Source: Masters Abstracts International, Volume: 40-07, page: . Thesis (M.A.Sc.)--University of Windsor (Canada), 1985.

    windsor Repository record for Design and analysis of reinforced earth retaining wall under vertical and horizontal strip load. (opens in a new tab)

  7. Application of new observational method on deep excavation retaining wall design in London Clay

    … study shows savings can be achieved on embedded retaining wall design for deep excavation in London Clay through the observational method, without compromising safety. Despite the inherent benefits of the method and its acceptance by design codes, the application of the observational method for …

    cambridge Repository record for Application of new observational method on deep excavation retaining wall design in London Clay (opens in a new tab)

  8. Numerical Analysis on Seismic Response of Cantilever Retaining Wall Systems and Fragility Analysis on Motion Response

    In this investigation, seismic response of retaining walls constructed with cohesive and cohesionless backfill materials was studied. Fully dynamic analysis based on finite difference method was used to evaluate the performance of retaining walls during the earthquake. The analysis response was …

    siu-theses Repository record for Numerical Analysis on Seismic Response of Cantilever Retaining Wall Systems and Fragility Analysis on Motion Response (opens in a new tab)

  9. Influence of heave reducing piles on ground movements around excavations

    … acting at formation level and against the retaining wall. The fluid support was removed as the test proceeded and successive levels of props were advanced against the retaining wall using pressurised hydraulic cylinders as jacks. Ground movements were measured using a combination of …

    city-london Repository record for Influence of heave reducing piles on ground movements around excavations (opens in a new tab)

  10. Seismic Behaviour of Retaining Walls with Adjacent Structures

    … representing a container crane, a cantilever retaining wall, and liquefiable sand. Two models without a structure behind the retaining wall are considered benchmark tests. Seven dynamic centrifuge tests were conducted to study the effects of various factors on the behaviour of the …

    cambridge Repository record for Seismic Behaviour of Retaining Walls with Adjacent Structures (opens in a new tab)

  11. A site-based study of durability indexes for concrete in marine conditions

    … elements in the Port viz. a reinforced concrete retaining wall and mass concrete paving slabs. This was to facilitate possible future correlation or further study. For closer correlation, test elements were cast in close proximity of the actual retaining wall and likewise for the slabs.

    cape-town Repository record for A site-based study of durability indexes for concrete in marine conditions (opens in a new tab)

  12. An analytic hierarchy process and Markov chain based approach for condition rating and dynamic service life prediction of retaining walls

    Retaining walls are typically considered auxiliary assets within the global transportation asset management scheme. However, failure cases to this structure class have attracted more attention to retaining wall assets. The possibility of failure also helps validate Moving Ahead for Progress in the …

    utc Repository record for An analytic hierarchy process and Markov chain based approach for condition rating and dynamic service life prediction of retaining walls (opens in a new tab)

  13. Experimental study of earth pressures on retaining structures

    … studies of earth pressures exerted on retaining structures and laboratory studies of the at-rest earth pressure coefficient are summarized. The current methods used to evaluate the earth pressures due to compaction are reviewed. The design features of a new instrumented oedometer …

    vt Repository record for Experimental study of earth pressures on retaining structures (opens in a new tab)

  14. Determination of Seismic Earth Pressures on Retaining Walls Through Finite Element Analysis

    <p>Seismic pressures on displacing or rigid retaining or basement walls have been derived based on the original work of Mononobe and Okabe, who used a shake table to calculate dynamic pressures of displacing retaining walls existing in cohesionless soils. Since this original work was done over …

    calpoly Repository record for Determination of Seismic Earth Pressures on Retaining Walls Through Finite Element Analysis (opens in a new tab)

  15. Development of an extended hyperbolic model for concrete-to-soil interfaces

    … and compaction of the backfill behind an earth retaining wall may induce a vertical shear force at the soil-to-wall interface. This vertical shear force, or downdrag, is beneficial for the stability of the structure. A significant reduction in construction costs may result if the downdrag is …

    vt Repository record for Development of an extended hyperbolic model for concrete-to-soil interfaces (opens in a new tab)

  16. Elements of Memory

    … up remote hollows. This place is created by a retaining wall to hold back the slope and a generous roof to shelter from the weather. The structure is divided into two seemingly equal halves, one half being enclosed to form the house, the other remaining for outdoor space. Terrain and …

    vt Repository record for Elements of Memory (opens in a new tab)

  17. Approaching The Smokestack and Wall

    … creates a connection with the past. Formed by a retaining wall and smokestack, an outdoor room is the destination from which two paths direct the inhabitant. This room divides the site and is surrounded by two buildings designed as a library. Through the use of additional architectural elements, …

    vt Repository record for Approaching The Smokestack and Wall (opens in a new tab)

  18. Stress disturbance on the cyclic behavior of soils and its impact on geotechnical structures

    … lateral excavation is simulated by translating a retaining wall between loading cycles. The cyclic loading-induced footing settlement behavior and the earth pressure in ground are presented and discussed under different lateral displacements of the retaining wall. An empirical model is proposed to …

    unsw Repository record for Stress disturbance on the cyclic behavior of soils and its impact on geotechnical structures (opens in a new tab)

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