Global ETD Search

Search theses and dissertations gathered from participating repositories worldwide. Every result links back to the library that holds it. No account is needed.

Results

Showing 1 to 6 of 6 for “"Underground opening"”.

  1. Analysis of an Underground Opening in Jointed Rock

    … of the study was to analyze the behavior of an underground rock chamber (Dupont Circle Station) excavated in jointed rock. The chamber was excavated in five stages and was driven in foliated metamorphic rock whose main features consisted of joints, shears and shear zones. The study included the …

    uiuc Repository record for Analysis of an Underground Opening in Jointed Rock (opens in a new tab)

  2. The Performance During Construction of The Liner for a Large, Shallow Underground Opening in Rock

    Made available in DSpace on 2014-12-13T19:31:21Z (GMT). No. of bitstreams: 1 7606700.pdf: 10351797 bytes, checksum: 18557b3426fe9ca322e91b904a921dbd (MD5) Previous issue date: 1975

    uiuc Repository record for The Performance During Construction of The Liner for a Large, Shallow Underground Opening in Rock (opens in a new tab)

  3. The Effect of Geology and Construction on Behavior of a Large, Shallow Underground Opening in Rock

    Made available in DSpace on 2014-12-14T07:10:50Z (GMT). No. of bitstreams: 1 7726710.pdf: 11441671 bytes, checksum: eeefb3028c4762268e39daacf13a5fbf (MD5) Previous issue date: 1977

    uiuc Repository record for The Effect of Geology and Construction on Behavior of a Large, Shallow Underground Opening in Rock (opens in a new tab)

  4. The effects of the pressure arch upon multiple seam mining

    … extent and magnitude of the stresses above an underground opening. The finite element approach was utilized to determine the extent and magnitude of stresses for various widths of mine opening, depths of cover and overburden material. This information can then be used as an approximation of the …

    vt Repository record for The effects of the pressure arch upon multiple seam mining (opens in a new tab)

  5. A Boundary Element Method for Thermo-poroelasticity with Applications in Rock Mechanics

    … the stresses and pore pressure fields around an underground opening. This is due to the fact that thermal loading induces a volumetric deformation because of thermal expansion/contraction of both the pore fluid and the rock solid. Volumetric expansion can result in significant pressurization of …

    nodak Repository record for A Boundary Element Method for Thermo-poroelasticity with Applications in Rock Mechanics (opens in a new tab)

  6. MPM Modeling of Internal Collapse Under Levees Caused by Underground Openings

    … safety. This study investigates the mechanics of underground trapdoor collapse in frictional and cohesive soils, which is relevant to the behavior of water-retaining structures like levees, e.g., subjected to pipe leakage. The Material Point Method (MPM), an advanced numerical tool capable of …

    vt Repository record for MPM Modeling of Internal Collapse Under Levees Caused by Underground Openings (opens in a new tab)