[图书][B] Pressuremeters in geotechnical design

BG Clarke - 2022 - taylorfrancis.com
The pressuremeter is a versatile piece of ground investigation equipment that can be used
to test any type of soil or rock in situ. It quantifies in-situ stress, stiffness, strength and …

Use of surface waves in statistical correlations of shear wave velocity and penetration resistance of Chennai soils

R Uma Maheswari, A Boominathan… - Geotechnical and …, 2010 - Springer
Shear wave velocity (V s) is one of the most important input parameter to represent the
stiffness of the soil layers. It is preferable to measure V s by in situ wave propagation tests …

Full-scale observations of dynamic and static axial responses of offshore piles driven in chalk and tills

RM Buckley, RJ Jardine, S Kontoe, P Barbosa… - …, 2020 - icevirtuallibrary.com
This paper describes and interprets tests on piles driven through glacial tills and chalk at a
Baltic Sea windfarm, covering an advance trial campaign and later production piling. The …

The engineering properties of glacial tills

BG Clarke - Geotechnical Research, 2018 - icevirtuallibrary.com
Glacial tills are a product of the glacial processes of erosion, transportation and deposition
and could have been subjected to several glacial cycles and periglacial processes to the …

[PDF][PDF] Geotechnical characterisation of marine clay as potential liner material

ZA Rahman, WZW Yaacob, SA Rahim, T Lihan… - Sains …, 2013 - core.ac.uk
Natural clay is commonly used as a liner material to contain landfill leachate from
contaminating the environment. A key characteristic of liner material is its hydraulic …

Rainfall thresholds as a landslide indicator for engineered slopes on the Irish Rail network

K Martinović, K Gavin, C Reale, C Mangan - Geomorphology, 2018 - Elsevier
Rainfall thresholds express the minimum levels of rainfall that need to be reached or
exceeded in order for landslides to occur in a particular area. They are a common tool in …

Geophysical and geotechnical assessment of a railway embankment failure

S Donohue, K Gavin, A Tolooiyan - Near Surface Geophysics, 2011 - earthdoc.org
ABSTRACT A geophysical investigation was carried out after the failure of an important
railway embankment in the south‐east of Ireland. The embankment, which had a long‐term …

Geological and geotechnical characterisation for offshore wind turbine foundations: A case study of the Sheringham Shoal wind farm

TMH Le, GR Eiksund, PJ Strøm, M Saue - Engineering geology, 2014 - Elsevier
This paper characterises the soil conditions at the Sheringham Shoal wind farm in the North
Sea, in the context of designing foundations for offshore wind turbines. The purpose is to …

2D and 3D numerical modelling for preliminary assessment of long-term deterioration in Irish glacial till geotechnical slopes

RJ Marin, M Long - Georisk: Assessment and Management of Risk …, 2024 - Taylor & Francis
Long-term geotechnical slope deterioration, influenced by weathering and meteorological
factors, presents stability challenges to infrastructure. Wetting and drying cycles lead to pore …

Fragility curves for rainfall-induced shallow landslides on transport networks

K Martinović, C Reale, K Gavin - Canadian Geotechnical …, 2018 - cdnsciencepub.com
Many of the earthworks assets on rail transport networks were constructed in the 1800s and
have thus operated for periods far in excess of their expected service life. Incidences of …