... is also shown in Figure 3 . Figure 3. Shear strength (s_{u) and OCR profiles from the centrifuge tests 21 04 2021 22 04 2021 ICE Publishing: All rights reserved 2021 design methods & aids models (physical) piles & piling Often, the most}...

... tank; 4, valve; 5, pressure gauge; 6, oil cylinder; 7, piston; 8, connecting plate; 9, bearing plate; 10, rock strip transition block; 11, loading plate; 12, multi-joint rock mass model; 13, experiment table; 14, supporting disc of the loading device) dynamics models (physical) tunnels...

... at the 64-pixel centre to centre, and a search area of 32 pixels. ICE Publishing: All rights reserved 2020 models (physical) piles & piling slopes – stabilisation Socioeconomic losses due to slope failure are great and continue to grow as the built environment expands in hillside...

... 2019 22 01 2020 Figure 2. ‘Recumbent eight’ figure representing the stiffness of a compacted granular, earth-moist soil (Paulmichl et al., 2020b) dynamics granular materials models (physical) In recent years, continuous compaction control (CCC) (Adam, 1996...

... u e w ν ¯ 2 30 08 2019 25 11 2019 ICE Publishing: All rights reserved 2020 dynamics mathematical modelling models (physical) A road roller, also often referred to as roller–compactor or just a roller, is a heavy machinery used for near...

... 1 − β q 2 p ′ 2 p ′ 24 07 2018 25 10 2019 computational mechanics models (physical) tunnels & tunnelling The planning and design of underground constructions in urban areas can benefit from the use of advanced computational tools. Finite...

... ICE Publishing: All rights reserved 2019 groundwater models (physical) slopes – stabilisation Rainfall is a key factor in landslides that occur throughout the world (Zhang et al., 2011). For rainfall-induced landslides, controlling the rapid increase in groundwater level...

... geotechnical engineering models (physical) seismic engineering Most new editions of seismic manuals and codes strongly recommend avoidance of construction on liquefiable sites. Building construction is only possible if the site can be sufficiently improved within a certain radius and to the depth...

... of 2·5 mm, as used originally by Yoshimi and Kishida (1981) , to avoid elevated roughness measurements caused by the presence of wavy surfaces. 31 07 2018 10 04 2019 ICE Publishing: All rights reserved 2019 foundations models (physical) piles & piling The use...

... smaller irreversible pile head displacement in the presence of the adjacent pile than in its absence. The pile cap also restrained the movement of the energy pile, leading to a smaller irreversible pile head displacement than in the case without the pile cap. models (physical) piles & piling...

... geotechnical engineering models (physical) site investigation Cone penetration testing (CPT) is widely used to determine the geotechnical engineering properties of soils and delineate soil stratigraphy. The resolution of CPT in delineating stratigraphic layers is related to the size of the cone tip...

... valve that was controlled remotely to allow standing water to be drained following the saturation of the overburden in-flight. 17 07 2017 24 10 2017 ICE Publishing: All rights reserved 2017 models (physical) piles & piling safety & hazards Steel casings...

... from the pullout tests. 04 10 2016 24 04 2017 ICE Publishing: All rights reserved 2017 geotechnical engineering models (physical) slope – stabilisation Randolph and Wroth (1978) suggested the following value of r_m Figure 4. Overview...

...) concrete energy pile; (c) plan view; (d) physical diagram of static load system layout 1 Q = c v ρ t ( T inlet − T initial ) 28 04 2016 07 03 2017 ICE Publishing: All rights reserved 2017 foundations models (physical) thermal effects...

... reserved 2017 models (physical) offshore engineering piles & piling Offshore wind turbines are increasingly being used to harness the energy from relatively frequent and powerful winds prevalent in the marine environment. The offshore wind turbine is a complex structure and experiences...

... is properly cited. geotechnical engineering models (physical) piles & piling The continuous helical displacement (CHD) piling system is a form of cast in situ auger displacement pile that may be classified as a type of screw pile. As with driven/displacement piles, the soil is displaced...

... under cyclic lateral loading is evaluated through a comprehensive testing programme, with reasonably encouraging results. 13 02 2015 09 02 2016 ICE Publishing: All rights reserved 2016 foundations models (physical) offshore engineering The preferred foundation solution...

... rights reserved 2016 geotechnical engineering models (physical) piles & piling In urban areas developers aim to build increasingly tall structures in confined spaces. It is therefore necessary for foundations to carry larger loads. To accommodate greater loads engineers have no option...

...) Figure 2. Layout of the strain gauge locations on the model pile. Typ. = typical foundations models (physical) piles & piling It is very common, in some cities, for axially loaded piles to be installed in layered soils where the top soil layer is still consolidating. Needless...

... varies with depth as K = 0.175 + 0.325 ( 1 − z / z 0 ) 1 − z / z 0 where z is the vertical distance below the ground surface. 16 10 2014 31 3 2014 ICE Publishing: All rights reserved 2015 models (physical) subsidence...