“Let’s look at things differently” – this is the essence of our mission. At GES we want to build and use technology to push the boundaries of current best practice in order to deliver high-value concepts, systems and solutions for our customers. Creativity is the central tenet of our culture and while we are always seeking to improve our approach, introduce efficiency & explore the next evolution in computational power, we remain grounded in our core first principle expertise. Our geotechnical research capabilities are fundamental to our mission.
Presentation to the Temporary Works Forum 04/12/2019: Some thoughts on the use of propping frames and sheet piling in routine temporary works excavations
A Tensile Strength Apparatus with the Facility to Monitor Negative Pore-Water Pressure: This article presents a new testing method for investigating the behavior of clayey geomaterials subjected to a tensile (negative) total stress. The method includes the use of high-capacity tensiometers to measure the pore–water pressure of the test specimen, an aspect which has not been demonstrated in any other direct tensile testing method. This addition allows interpretation of failure data in terms of effective stress rather than total stress, which is the approach that should be pursued in the saturated range. The test specimen shape and loading method have been modified from those commonly seen in existing literature to ensure that the direction of the major principal stress in the failure zone coincides with the direction of the externally applied tensile force, allowing for a more accurate analysis of tensile failure. Results are shown for saturated specimens and compared to results obtained for the same soil in uniaxial compression, using a modified version of the presented uniaxial tensile method, and a triaxial compression test. It is demonstrated that crack initiation occurs by shear failure if the data are interpreted in terms of effective stress rather than total stress and that the failure mechanisms under tension do not differ from compression.
Mechanisms of failure in saturated and unsaturated clayey geomaterials subjected to (total) tensile stress; The paper presents an experimental investigation into the mechanisms of tensile failure in clayey geomaterials under saturated and unsaturated conditions. An experimental apparatus was developed to test specimens in uniaxial tension with the facility to monitor suction (pore-water tension) using high-capacity tensiometers. This allowed interpretation of failure data in terms of effective stress and average skeleton stress for saturated and unsaturated specimens, respectively. Experimental data from normally consolidated samples showed that failure under uniaxial tension occurs in shear and tensile cracks form as a combination of mode I and mode II fracture. In the saturated range, when samples were prepared with de-aired water, tensile failure occurred at deviatoric stresses corresponding to the critical state line derived from triaxial and uniaxial compression tests. When using non-de-aired water and at suction levels approaching the air-entry value, failure occurred at deviatoric stresses lower than the ones corresponding to the critical state line derived from compression tests. It has been suggested that water cavitation may be one of the mechanisms that control premature rupture of saturated clay when subjected to a (total) tensile stress state. Finally, tensile failure data from unsaturated samples showed that there is continuity between saturated and unsaturated states.
Some observations on the design and construction of wet soil mixing in the UK: Mass soil mixing and deep soil mix columns are a versatile ground improvement technology for marginal and brownfield sites. Dry soil mixing is relatively common in the UK for improvement of ground with very wet and/or organic material. Wet mixing is less commonplace and involves introduction of a fluid grout with simultaneous disaggregation of the soil with a rotating mixing tool. This paper presents the results of strength verification testing carried out across multiple projects in the UK covering differing soil types with varying project specification criteria. Some conclusions are drawn with regards to the factors affecting strength progression and in understanding the mechanics of the mixing process. Mixing time per unit volume of mixed material is identified as an important parameter for mass mixing. In addition, discrete element modelling has shown promise in understanding the mechanics of deep column mixing.
Statistical inferences from a database of lime and cement modified soil in earthworks for residential construction in the UK: Use of lime for soil moisture conditioning is frequently used for the treatment of soils significantly wet of optimum in order to achieve density-driven specifications for cohesive materials. In a similar fashion, cement is frequently used for the treatment of soil of lower clay content to improve strength overall. This paper presents an assessment for a comparably large database of routine compaction testing across varying soil types in the UK where lime and/or cement has been used in ground improvement for the preparation of structural upfill specifically in residential construction projects. Statistical inferences are drawn from the data and presented for guidance for refinement of design approaches in such projects. It is concluded that the techniques produce a highly reliable structural upfill in terms of relative compaction and percentage air voids.
A simplified parametric study of particle trace in soil mixing simulations using discrete element modelling: The focus of this study is the fundamental parameters that affect the mixing process and, specifically, the disaggregation of the native soil through examination of the mechanisms of a body of granular particles by use of Discrete Element Modelling – a means to model arrangements and interactions of granular particles explicitly as individual particles. The observations are made from measurement of particle movement, velocity and wall contact force. Qualitative conclusions are presented rather than quantitative. It is proposed that further study would be required in order to have a high measure of confidence of any quantitative measurements. It is, however, considered that the qualitative observations provide useful insight. Click on the link to read more.
Geotechnical characterisation of fine-grained alluvial & proluvial soils for a motorway project in Kosovo: Description and classification of fine-grained soils for large earthworks projects is extremely important to the success of the project, particularly for embankment construction. Establishing the correct profile of undrained shear strength and appropriate drained (effective stress) strength parameters is also critical in consideration of aspects of the project such as founding soils for embankments and stability analysis for deep cuttings. This paper discusses the investigation and characterisation of fine-grained alluvial and proluvial soils in the context of a large motorway scheme in Kosovo. The methodology of geological identification and geotechnical investigation of these soils is described and engineering parameters, including soil classifications, are presented.
Note on sheet pile driveability with vibratory methods: GES’s experience of installation of sheet pile into cohesive and granular strata using rig-mounted vibratory hammers varies from the current routine driveability recommendations. Click on the link to read more.
A micro-study in sheet pile impacting: GES undertook a study of impacting records for a project in stiff glacial till some years ago. A tentative correlation between the penetration rate of the sheet piles and impact energy was developed. The results were statistically significant, albeit in quite specific project environs. Click on the link to read more.
More (always) coming soon…