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Showing 1 to 3 of 3 for “"Soil Instrumentation."”.

  1. The Development of Shaft Friction and End Bearing for Piles in Homogeneous and Layered Soils

    … loose sand, and loose sand overlying clay. The soil was placed under controlled conditions in a 3.0 m diameter by 3.0 m deep concrete tank.<br/><br/>The variation in local unit shaft friction and radial effective stress was monitored along the pile shaft, together with the distribution of axial …

    southwales Repository record for The Development of Shaft Friction and End Bearing for Piles in Homogeneous and Layered Soils (opens in a new tab)

  2. Piles in Sand and in Sand Overlying Clay

    … loose sand and loose sand overlying clay. The soil was placed and instrumented under controlled conditions in a 3.0m diameter by 3.0m deep concrete tank. The 60mm pile was dynamically driven using a pneumatically controlled driving rig, whilst the 114mm pile was driven at a constant rate of …

    southwales Repository record for Piles in Sand and in Sand Overlying Clay (opens in a new tab)

  3. Tire Performance Estimation Under Combined Slip and Empirical Parametrization of the Tire Rut on Dry Sand

    … vehicles across different types of terrain like soil, mud, and snow. As the properties of the terrain heavily influence the interaction with the tire, it is necessary to characterize the terrain from a tire performance and vehicle mobility perspective. Failure to properly understand the …

    vt Repository record for Tire Performance Estimation Under Combined Slip and Empirical Parametrization of the Tire Rut on Dry Sand (opens in a new tab)