Search
Now showing items 1-9 of 9
Unsafe Error in Conventional Shape Factor for Shallow Circular Foundations in Normally Consolidated Clays
Publisher: American Society of Civil Engineers
Error in Ito and Matsui’s Limit-Equilibrium Solution of Lateral Force on a Row of Stabilizing Piles
Publisher: American Society of Civil Engineers
Producing Undrained Stability Factors for Various Tunnel Shapes
Publisher: ASCE
Abstract: Tunneling in soft clay requires accurate estimation of the inner support pressure to prevent undesired ground settlement and maintain the overall soil stability. Previous researchers have shown that the stability factor ...
Undrained Stability of Ring Foundations: Axisymmetry, Anisotropy, and Nonhomogeneity
Publisher: ASCE
Abstract: Ring foundations are widely used to support various types of offshore structures because of the cost-effective reason. Unlike the traditional circular foundations, very few studies were reported with regard to the bearing ...
Three-Dimensional Stability Investigation of Trapdoors in Collapse and Blowout Conditions
Publisher: ASCE
Abstract: Road-related sinkholes are of great concerns nowadays, appearing frequently in media stories. In the undrained stability analysis, a dimensionless stability number that is known as Broms and Bennermark’s original stability ...
Vertical Vibration of Multiple Flexible Strip Foundations on Multilayered Transversely Isotropic Poroelastic Soils
Publisher: ASCE
Abstract: In this paper, vertical vibrations of a group of flexible strip foundations on multilayered transversely isotropic poroelastic soils are presented. The dynamic interaction problem is studied by employing a variational ...
Pipeline Burst–Related Soil Stability in Collapse Condition
Publisher: ASCE
Abstract: Underground water main leakage is one of the main causes of instability of soils and sinkholes. In the event of a water main burst, the pressure is upward and hence the soil layer should be analyzed for blowout stability. ...
Probabilistic Analysis of Rock Slope Stability Considering the Spatial Variability of Rock Strength Parameters
Publisher: American Society of Civil Engineers
Abstract: Naturally characterized by inherent heterogeneity, rock masses exhibit discontinuous composition comprising rock materials, fractures, and bedding planes. The presence of these natural features challenges the adequacy of ...