In-situ Characterization of Strength and Small-strain Stiffness in a Weathered Mudstone Profile

                                
==Abstract==

The weathering profile in mudstone outcrops can range from weathered clay to unweathered mudstone. The strength and small-strain stiffness of these materials, and of stiff clays and weak rocks in general, is critical to the design of geotechnical structures. Monitoring data and ground investigation data were gathered during the construction of a trial embankment founded on weathered, Jurassic-aged mudstone, for the HS2 high-speed railway project (UK). These data included outputs from in-situ downhole geophysical tests and extensometers at the embankment location. These were compared to ground investigation data from the wider mudstone outcrop over an 18.2 km stretch of the route. The installation of extensometers prior to loading by the embankment construction enabled the measurement of in-situ strains for a range of small and medium strains. It was therefore possible to characterise the stress-strain behaviour of the individual layers within the ground profile. The results showed that stiff clays derived from weathered mudstone at shallow depth (&lt;10 mbgl) are characterised by low undrained shear strength (&lt;300 kPa) and by maximum stiffness values that are comparable to laboratory measurements from fine-grained soils. However, the unweathered mudstone at greater depth (&gt;15 mbgl) showed higher strength (&gt;300 kPa) and higher maximum stiffness than the overlying clay. Both the strength and stiffness profiles showed a transition zone between the weathered clay and the unweathered mudstone. This zone included a partially weathered mudstone that had the visual appearance and index properties of a mudstone, but the strength of a stiff clay (i.e.  τu &lt; 300 kPa).

== Full Paper ==
<pdf>Media:Draft_Sanchez Pinedo_34138908333.pdf</pdf>