Technical papers

Liquefaction triggering and post-liquefaction deformation of laminated deposits

The need to characterize cyclic resistance is critical for the assessment of the embankment behavior and subsequent decisions on liquefaction mitigation measures.

DOI: 10.1016/j.soildyn.2018.04.044

Numerical evaluation of dynamic levee performance due to induced seismicity

This paper describes the numerical methodology adopted to evaluate the seismic performance of such important flood protection structures.

DOI: 10.1007/s10518-018-0426-5

Challenges for CPT accuracy classes

This paper reviews multiple interpretations and adaptations on compliance with the CPT accuracy/ application classes of ISO 22476-1:2012.

Strength of chalk derived from on-site needle penetration testing

On-site needle penetration tests on chalk samples can provide important information for sample quality management, early engineering decisions and project schedule.

Laboratory validation of an innovative mono-cell pressuremeter probe: test procedures and first results

The present paper focuses on the description of the laboratory testing protocols, leading to the evaluation of soil’s deformability properties at low strain level whilst using this probe.

DOI: 10.32075/17ECSMGE-2019-0638

In-situ validation of an innovative mono-cell pressuremeter probe: first results

The present paper focuses on the first in-situ Mono-cell FC probe tests performed in sands and clays, and the evaluation of soil’s deformability properties at low strain level.

DOI: 10.32075/17ECSMGE-2019-0639

A Review of Advances in Shallow Seismic Investigation for Managing Ground Risk

Complementing traditional approaches to site characterisation, recent developments in near-surface seismic investigation techniques have led to better representation of ground structure and in-situ geotechnical properties, improving the likelihood of avoiding unforeseen ground conditions for infrastructure development.

Tomorrow’s geotechnical toolbox: EN 1997 Overview

This paper presents the background to the development of the second generation of Eurocode, our common European set of technical rules for structural and geotechnical design.

DOI: 10.32075/17ECSMGE-2019-1103

Data-driven analysis for structural health monitoring of an offshore wind turbine

Increased energy production in offshore wind farms is required to meet key carbon-reduction targets set by the UK and other governments.

Laboratory Test Predictions of the Cyclic Axial Resistance of a Pile Driven in North Sea Soils

Current international guidance recommends that cyclic loading effects are considered in pile design. However, methods for quantifying these effects on axial capacity are not well developed.