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Keywords: monitoring
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Journal Articles
Geotechnique (2024) 74 (13): 1765–1779.
Published: 09 December 2024
...Peter J. Hensman; Zhandos Y. Orazalin; Brian B. Sheil This paper describes the monitoring of the construction of a deep underground waste storage bunker for the PROTOS energy-from-waste facility in Chester, UK. A key element of the construction process was a 12 m deep excavation in soft clays...
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Journal Articles
Journal Articles
Journal Articles
Geotechnique (2023) 73 (6): 544–552.
Published: 16 November 2021
... by the proposed OTs. The response time and measurement accuracy of the OTs were studied and analysed. 18 05 2021 02 08 2021 © 2021 Thomas Telford Ltd 2021 field instrumentation monitoring suction Matric suction is a stress state variable required to determine the engineering...
Journal Articles
Journal Articles
Geotechnique (2021) 71 (10): 911–924.
Published: 13 August 2020
...Jiang Chen; Xiao Fang; Fei Cheng; Qi Ge; Feng Xiong Seepage monitoring is an important issue in the health monitoring and performance evaluation of geotechnical engineering, and one of the effective ways to monitor seepage is the thermal method. Based on the coupling effects between the seepage...
Journal Articles
Journal Articles
Geotechnique (2021) 71 (11): 938–956.
Published: 21 July 2020
... and pore pressures were measured. This paper describes the instrumentation and monitoring techniques that were adopted and presents the findings from the study. It was found that non-recoverable seasonal movements occur in both the ash fill and the clay fill. The former occur in dry weather, particularly...
Journal Articles
Geotechnique (2021) 71 (11): 1044–1055.
Published: 06 April 2020
... parameter in assessing the impact of displacement. Owing to the installation limitations and the precision deficiency of conventional monitoring systems, measuring such curvature deformations, especially locally, has been a challenging task. In this paper, the curvature measurement data of the following two...
Journal Articles
Geotechnique (2020) 70 (9): 774–790.
Published: 17 September 2019
... cycles of seasonal movement caused a small but gradual ratcheting upward of pile bending moments. The largest bending moments measured over 6 years of monitoring were those resulting from the initial inward shrinkage of embankment, which reached about 25% of the design capacity of the piles. At the end...
Journal Articles
Geotechnique (2019) 69 (12): 1107–1122.
Published: 05 February 2019
... is properly cited. consolidation deformation geophysics laboratory tests monitoring sands Fundamental laboratory studies on the AE behaviour of soils carried out in the 1970s, 1980s and 1990s (e.g. Koerner et al., 1976 , 1978 , 1981 , 1984 ; Tanimoto & Nakamura, 1981...
Journal Articles
Geotechnique (2019) 69 (5): 434–457.
Published: 16 July 2018
...M. S. P. Wan; J. R. Standing; D. M. Potts; J. B. Burland The ground response, in terms of surface and subsurface displacements, to twin-bore Crossrail tunnel construction beneath a research monitoring site in Hyde Park, London, using earth-pressure-balance machines (EPBMs) in London Clay, has...
Journal Articles
Geotechnique (2017) 67 (11): 968–982.
Published: 22 August 2017
... and the transport of sulfate salts dissolved in the massif water. Rock damage is described by the development of a network of fractures that increases permeability and allows gypsum crystal growth. Field information, laboratory data and monitoring records available for Lilla tunnel, located in the province...
Journal Articles
Geotechnique (2017) 67 (9): 808–822.
Published: 20 July 2017
... are discussed. Conclusions are drawn about how the relative position of the excavation face of the NT in relation to the ET's axis affects the latter's behaviour. Cross-sectional and longitudinal deformations of the ET are discussed, leading to recommendations for field monitoring of similar interaction cases...
Journal Articles
Journal Articles
Geotechnique (2017) 67 (9): 823–836.
Published: 18 July 2017
... an expanding displacement field around the tunnels rather than the contracting fields usually observed. The field monitoring results indicated that, during construction, zones of influence existed around tunnels, where the ground and piles were subjected to different degrees and senses of relative vertical...
Journal Articles
Journal Articles
Geotechnique (2017) 67 (6): 516–522.
Published: 18 November 2016
... this model, a new method to predict the ultimate settlement and the coefficient of consolidation using monitoring settlement data is proposed. The accuracy of the proposed method is verified against oedometer test and field monitoring data. For the cases verified, the ultimate settlement predictions from...
Journal Articles
Geotechnique (2017) 67 (5): 420–445.
Published: 16 November 2016
... Park with extensive surface and subsurface monitoring arrays are presented and discussed. The Crossrail tunnels at the site are 34·5 m below ground, deeper than those in most case histories of tunnelling in stiff clay in the UK. This paper characterises the tunnelling-induced ground response, both...

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