Theoretical approaches and code formulas assume the compressive strength of solid clay brickwork as a function bricks mortar. Such an approach is not so easy to be applied in practice since components may identified only by means indirect testing through rebound hammers or penetrometers. Since largely depends on brick properties, mortar playing minor role, low detailed fast estimate deduced fro...

Soils at critical state are like a visco-plastic fluids, which will flow for applied stresses greater than the critical state (CS) shear strength. Shear viscosity is a key parameter to understand the post-failure flow response of soils in geotechnical applications such as landslides, jacked piles and cone penetrometers. Viscosity of soil has been investigated for water contents greater than the...

This paper describes a finite element study of the uplift behaviour plane strain pipe segment embedded in modified Cam clay soil. The primary aim this is to explore role rate effects on capacity and transition between drained undrained using coupled-consolidation analyses. velocities considered modelling cover six orders magnitude allowing rigorous assessment effect loading rate. embedment dept...

Fugro-McClelland Marine Geosciences Inc.’s piezoprobe, a penetrationbased tool used to determine pore pressure and hydrologic properties within a borehole, was deployed for the first time in the Ocean Drilling Program (ODP) on ODP Leg 204 in July 2002. Analysis of the piezoprobe data suggests that in situ pore pressure is 9.5 MPa, which is approximately the hydrostatic pressure (9.53 MPa). The ...

[1] Two borehole penetrometers, Fugro-McClelland’s Piezoprobe and the Ocean Drilling Program’s (ODP) DVTPP, were deployed 50 m below seafloor at Site 1244 on ODP Leg 204 to measure formation pressure at southern Hydrate Ridge, offshore Oregon. Pore pressure is interpreted to be hydrostatic and the sediment’s coefficient of consolidation is interpreted to lie between 6.92 and 7.8 10 7 m/s, which...

Researchers and practitioners have long utilized a variety of penetrometers to investigate the snowpack. Identifying definitive relationships between penetrometer-derived microstructural information and stability has been challenging. The purpose of this study is two-fold: 1. We propose a simple field test that can be implemented by the scientific community to establish relationships between lo...