... geotechnical engineering offshore engineering UN SDG 7: Affordable and clean energy UN SDG 9: Industry innovation and infrastructure UN SDG 11: Sustainable cities and communities UN SDG 13: Climate action UN SDG 14: Life below water c v coefficient of consolidation, c v...

..., the hysteresis loop has a slope close to zero because the sample is loose and the confining pressure low. The hysteresis loop inclination rises for p′ = 30 kPa, indicating stiffening. geotechnical engineering granular materials mathematical modelling modulus of elasticity seismic engineering...

... is the compressive load applied on the disc-shaped sample; D_b is the diameter; and h is the thickness of the disc-shaped sample. When F_c reaches its peak value, it corresponds to the BTS of the disc-shaped sample. Brazilian splitting direct tension geotechnical...

... 2024 Emerald Publishing Limited 2024 bitumen & tar geotechnical engineering liquefaction sand tailings Instability occurs when a soil element is unable to resist an applied shear load, which is followed by yielding and a runaway type displacement (Lade, 1992 ; Chu et al...

... in the Z-axis; k + 1 is the total number of sub-sections and k should be larger than 2. For the principle and details of equation (3) , please refer to the previous paper by the authors (Zhang & Huang, 2022). discrete-element modelling geotechnical engineering granular...

..., they highlight significant aspects of soil response under partially drained conditions. 29 04 2021 26 07 2022 © 2022 Emerald Publishing Limited 2022 cyclic triaxial testing earthquakes geotechnical engineering granular materials Hostun sand laboratory tests liquefaction liquefaction...

..., provided the original work is properly cited. capillary properties environmental engineering geotechnical engineering groundwater landslides numerical methods partial saturation slopes suction Shallow landslides pose a serious hazard to human lives and infrastructures, not only...

... an equivalent uniform shear wave (also termed ‘effective velocity’), which encapsulates the effect of the distribution of soil heterogeneity. earthquakes geometrical optics geotechnical engineering ray theory site response analysis theoretical analysis The authors here propose to advance one...

... work is properly cited. cyclic lateral load geotechnical engineering piles & piling pile settlement quick prediction settlement settlement-controlled design theoretical analysis theoretical model Pile foundations have been widely adopted for the construction of a variety...

... to properly reproduce the behaviour of debris flows, describing more accurately the time–space evolution of pore-water pressures during the whole propagation stage, considering both propagation impermeable beds and pore pressure dissipation structures such as grids. geotechnical engineering landslides...

... geotechnical engineering Sponsor: Czech Science Foundation, Czech Republic Contact: Dr D. Mašín The thesis is subdivided into two main parts. In the first part, three probabilistic methods for slope stability calculations of different complexities have been compared...

... © 2015 Thomas Telford Ltd 2015 geotechnical engineering Yi, Y., Li, C., Liu, S. & Al-Tabbaa, A. (2014). Resistance of MgO–GGBS and CS–GGBS stabilised marine soft clays to sodium sulfate attack. Géotechnique  64 , No. 8, 673–679, http://dx.doi.org/10.1680/geot.14.T...

... for the development of future new products. Sponsors: Swiss Confederations Innovation Promotion Agency (CTI, Grant No. 8554·2) and BASF Construction Chemicals Contacts: Professor A. M. Puzrin and Professor G. T. Houlsby geotechnical engineering The purpose of these summaries...

... grains. The contacts correspond to the watershed boundaries and information on the specific grains associated with a given contact is not available. For this reason, the partial coordination numbers cannot be calculated for the microCT data. © 2015 Thomas Telford Ltd 2015 geotechnical...

... geotechnical engineering Maurer, B. W., Green, R. A., Cubrinovski, M. & Bradley, B. A. (2015). Assessment of CPT-based methods for liquefaction evaluation in a liquefaction potential index framework. Géotechnique  65 , No. 5, 328–336, http://dx.doi.org/10.1680/geot.SIP...

... geotechnical engineering In recent years the number of journals specialising in geotechnical and geological engineering disciplines has increased dramatically. This is possibly a consequence of the progressive increase in the range of applications and in new specialised areas of research and development...

.... Stuart Haigh Cambridge University Symposium in print sub-committee chairman Dr Stuart Haigh, Cambridge University, UK Symposium in print sub-committee members geotechnical engineering Damage to buildings and infrastructure due to geotechnical failures has...

.... Zaini was incorrect. The correct affiliation is Universiti Brunei Darussalam, Kingdom of Brunei. The authors apologise to the readers of Géotechnique for this mistake in the original paper. geotechnical engineering ...

... Professor M. Achmus © 2015 Thomas Telford Ltd 2015 geotechnical engineering The following is a list of referees who have reviewed papers for Géotechnique between 1 December 2013 and 30 November 2014. The Institution of Civil Engineers is very grateful for their assistance...

... published in Géotechnique are eligible for awards from the Institution of Civil Engineers. Papers from any of the ICE journals can be nominated for several awards. In addition, each journal has awards dedicated to their specific subject area. geotechnical engineering © 2015 Thomas Telford...