... 2 challenging & problematic soils finite element method ground movements piles & piling where A_p is the cross-sectional area of the pile, L is the length of the pile, and r is the radial distance from the pile. In many...

... directions for θ = 0, 45 and 90° with τ_d = 20 kPa 13 03 2019 29 11 2019 ICE Publishing: All rights reserved 2020 foundations geotechnical engineering piles & piling Soft clay has unfavourable engineering properties such as high water...

...: All rights reserved 2019 foundations granular materials piles & piling The pile model was made of a steel machine pipe with an outer diameter of 28·6 mm (d_{p), 6·35 mm thick and 290 mm long (L). The pile was instrumented with pressure transducers on the top and at the tip}...

...) pile–pile interaction, (c) raft–soil interaction and (d) pile–raft interaction. A detailed description of the theoretical methods adopted in settlement analysis for the piled raft foundation has been presented by Yang (2017) . Hence, only brief calculation steps of the pile–soil–raft interaction...

... cement-treated layer Figure 9. View of failure mechanisms (cracking) on the top cement-stabilised sand backfill: (a) drawings and (b) photos 29 07 2017 04 01 2018 ICE Publishing: All rights reserved 2018 field testing & monitoring geotechnical engineering piles...

... in Figure 1(d) . 09 12 2014 11 08 2016 ICE Publishing: All rights reserved 2016 geotechnical engineering offshore engineering piles & piling Figure 2. Monopile–RC footing–soil model and mesh. Inset shows the close-up of the monopile–skirted steel footing–soil model...

... for modelling the load–settlement of individual plastic tube piles. field testing & monitoring grouting piles & piling The soil layers, groundwater level and variation in the cone resistance q_c and sleeve friction f_s with depth are shown...

... solutions to the various geotechnical engineering challenges encountered. 09 4 2013 24 9 2012 ICE Publishing: All rights reserved 2015 geotextiles, membranes & geogrids piles & piling railway systems d₅₀ sieve diameter with 50% of material...

... 20 976 27 2000 12 Electrical installation 3980 5 Power 5508 7 4000 25 Pumping 7012 9 11 2 2013 08 6 2012 ICE Publishing: All rights reserved 2014 geotechnical engineering piles & piling research & development...

... observed to be crack free for the past 4 to 5 years and proved the merit of the technique. 10 5 2011 06 12 2010 ICE Publishing: All rights reserved 2012 geotechnical engineering piles & piling The seasonal cyclic movements of footings were measured for four...

... compaction, can be estimated from the following equation 5 piles & piling NOTATION A activity of clay A_f plan area of foundation A_s surface area of (N) micropiles C clay fraction (%) D micropile...

..., taking values of 100, 150 and 200 mm. Hence, the range of the length-to-diameter ratio (l_gp/d_{gp) of the GPAs varied from 2·5 to 10 (Table 2). 18 10 2007 23 10 2008 © 2008 Thomas Telford Ltd 2008 foundations geotechnical engineering piles}...

... experimental programme was scheduled. foundations models (physical) piles & piling Notation AR area ratio B width of footing C _u undrained shear strength of soil eo initial void ratio H horizontal extent...

... through adjacent buildings (Sheen, 1996a) 16 01 2001 14 05 2001 17 05 2001 © 2001 Thomas Telford Ltd 2001 Foundations grouting piles & piling subsidence The greatest risk of damage to adjacent buildings from scenario (a) comes during the early stages...