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Showing 1 to 20 of 24 for “"Ground deformations"”.

  1. Jacking Loads and Ground Deformations Associated With Microtunneling

    Fr=Cag' dptanCfFAcL Adjustments are appropriate for effects of delays, steering corrections, dewatering, etc.

    uiuc Repository record for Jacking Loads and Ground Deformations Associated With Microtunneling (opens in a new tab)

  2. Response of continuous pipelines to tunnel induced ground deformations

    … and axial loads in a buried pipeline due to ground movements caused by tunnel construction in soft ground. The solutions combine closed-form, analytical solutions for tunnel-induced, free-field ground deformations in a plane orthogonal to the heading (Pinto and Whittle; 2001) with Winkler …

    mit Repository record for Response of continuous pipelines to tunnel induced ground deformations (opens in a new tab)

  3. Analytical methods to interpret ground deformations due to soft ground tunneling

    Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, February 2000.

    mit Repository record for Analytical methods to interpret ground deformations due to soft ground tunneling (opens in a new tab)

  4. An investigation into the modeling of ground deformations induced by underground mining

    The mechanisms of strata deformation due to underground mining were analyzed in an effort to better understand immediate roof behavior and surface displacements. Strata deformation characteristics above longwall and room-and-pillar mines in the eastern U.S. coalfields were evaluated and a numerical …

    vt Repository record for An investigation into the modeling of ground deformations induced by underground mining (opens in a new tab)

  5. Evaluation of analytical methods to interpret ground deformations due to soft ground tunneling

    … of analytical solutions in describing ground movements induced by soft ground tunneling. The analytical solutions that were examined consider both isotropic and anisotropic stiffness parameters and were proposed by Pinto and Whittle (1999) and Chatzigiannelis and Whittle (2001) …

    mit Repository record for Evaluation of analytical methods to interpret ground deformations due to soft ground tunneling (opens in a new tab)

  6. Prediction of ground deformations caused by underground construction of the Tren Urbano in Rio Pierdras

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1998.

    mit Repository record for Prediction of ground deformations caused by underground construction of the Tren Urbano in Rio Pierdras (opens in a new tab)

  7. The application of critical state soil mechanics to predict ground deformations below an embankment constructed on soft alluvium

    … by up to eight metres of alluvium and made ground. The embankment was monitored during construction. Centreline settlements of the order of O.6m and horizontal movements at the embankment toe of up to O.1Sm were measured. The excess pore pressures generated during construction were found to …

    city-london Repository record for The application of critical state soil mechanics to predict ground deformations below an embankment constructed on soft alluvium (opens in a new tab)

  8. Ground movements during tunnelling in sand

    During soft ground tunnel construction, if the face pressure of a tunnel boring machine is not strictly controlled, excessive ground movements will propagate vertically upwards causing significant damage to adjacent buried infrastructure and surface structures. In order to investigate the face …

    queens Repository record for Ground movements during tunnelling in sand (opens in a new tab)

  9. Pore Pressure Response and Ground Displacements in Chicago Clay During Tunneling and Over Long Term

    The use of membrane influenced ground deformations around the tunnel mostly in the long term stage where it successfully (a) reduced dissipation rate of excavation-related excess pore pressure and thereby the rate of consolidation and (b) decreased both rate and magnitude of consolidation due to …

    uiuc Repository record for Pore Pressure Response and Ground Displacements in Chicago Clay During Tunneling and Over Long Term (opens in a new tab)

  10. Prediction of instability and ground movements during tunnel construction in non-homogenous conditions

    … and greatly increased the productivity of underground construction projects. For shallow tunnels in 'soft ground', instabilities can create collapse mechanisms that propagate to the ground surface, while the prediction and control of tunnel-induced ground deformations remain a key challenge. …

    mit Repository record for Prediction of instability and ground movements during tunnel construction in non-homogenous conditions (opens in a new tab)

  11. Three-dimensional finite element analysis of a complex excavation on the MIT campus

    … element analysis in Plaxis 3D 2011 to simulate ground deformations, pore pressures, and diaphragm wall deflections for the very well instrumented excavation for the basement of the Stata Center on the MIT campus. The model predictions are compared with the field measurements that include …

    mit Repository record for Three-dimensional finite element analysis of a complex excavation on the MIT campus (opens in a new tab)

  12. Earth pressure balance (EPB) tunneling induced settlements in the Tren Urbano Project, Rio Piedras, Puerto Rico

    Underground construction of the Rio Piedras section of the Tren Urbano project involved the construction of twin tunnels (6.3m diameter) with Earth Pressure Balance machines in weathered alluvial soil. The depth of the cover over the tunnel crown varies from 13m to 10m. The twin tunnels, which …

    mit Repository record for Earth pressure balance (EPB) tunneling induced settlements in the Tren Urbano Project, Rio Piedras, Puerto Rico (opens in a new tab)

  13. Three applications of satellite borne repeat pass SAR interferometry in Southern Africa

    … mapping of Venus to the detection of subtle ground deformations due to earthquakes and mining subsidence. The InSAR technique involves using the phase information inherent in radar images to extract elevation and elevation change information. The process requires very careful co-registration …

    cape-town Repository record for Three applications of satellite borne repeat pass SAR interferometry in Southern Africa (opens in a new tab)

  14. Effect of scale and spatial variability on surface foundation on sand

    … settlement. Transitions in the mechanisms of ground deformations from general to punching modes are observed with changes in foundation size and sand void ratio. Model predictions of the bearing capacity factor, N[subscript gamma] are in good agreement with data reported from centrifuge model …

    mit Repository record for Effect of scale and spatial variability on surface foundation on sand (opens in a new tab)

  15. Enhanced Anisotropic Bounding Surface Model: Implementation and Simulation of Excavation in Soft Cohesive Soils

    … analysis for simulating deep excavation induced ground deformations. The first phase of this research illustrates efforts in integrating the enhanced anisotropic bounding surface model into finite element analysis (FEA) software. The implementations are validated against undrained isotropic and …

    columbia-diss Repository record for Enhanced Anisotropic Bounding Surface Model: Implementation and Simulation of Excavation in Soft Cohesive Soils (opens in a new tab)

  16. Landslide-pipeline interaction for onshore slopes in silty sand

    … interaction has been limited to horizontal ground and does not consider the inclined slope acting in multiple directions, as soil is redistributed and shears past the pipe, as is the case for pipes intersecting landslides. Physical modelling utilizing a drum centrifuge was undertaken to …

    cambridge Repository record for Landslide-pipeline interaction for onshore slopes in silty sand (opens in a new tab)

  17. High Spatial Resolution Measurement of Tendon Reinforcement in Underground Construction Works

    … reinforcement responses that are induced by ground deformations can be characterized and quantified. This has been approached from an intrinsic sensing perspective, whereby several instrumenting procedures have been developed to directly couple fiber optic strain sensors with various …

    queens Repository record for High Spatial Resolution Measurement of Tendon Reinforcement in Underground Construction Works (opens in a new tab)

  18. Prediction and interpretation of ground movements due to tunneling in stiff clay and impacts on adjacent structures

    … around the precast lining in order to limit ground movements and potential damage to overlying structures. This thesis analyzes monitoring data from the Crossrail project involving twin tunnels construction using Earth Pressure Balance (EPB) machines in London Clay. The research focuses on …

    mit Repository record for Prediction and interpretation of ground movements due to tunneling in stiff clay and impacts on adjacent structures (opens in a new tab)

  19. Measured performance of slurry walls

    … site conditions (soil profile and properties, groundwater conditions and location of adjacent facilities etc.) and designs for support of the excavations. The main goal is to relate construction records to the measured performance of the lateral earth support systems. The principal parameters …

    mit Repository record for Measured performance of slurry walls (opens in a new tab)

  20. Performance of Columnar Reinforced Ground during Seismic Excitation

    … used today to improve performance of loose ground and remediate liquefaction problems. This research adopts a numerical approach to study seismic performance of soil-cement columnar reinforcements in loose sandy profiles. Different constitutive models were investigated in order to find a …

    vt Repository record for Performance of Columnar Reinforced Ground during Seismic Excitation (opens in a new tab)

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