... against published physical model tests, other FELA analyses and existing design methods. It can be applied to all rectangular shape ratios with dry and saturated layers. Emerald Publishing Limited: All rights reserved 2023 bearing capacity design methods & aids finite-element analysis...

... design methods & aids field testing & monitoring piles & piling/sustainability To utilise solar thermal power, mirror surfaces that move with the sun's location (called heliostats) are used to continually reflect sunlight towards a solar tower. As shown in Figure 1 , a solar power...

... of Equation 1 is evaluated comprehensively by the published chart solutions here. 4 F = m − n r u 08 06 2021 09 08 2021 ICE Publishing: All rights reserved 2021 design methods & aids geotechnical engineering slopes Transportation infrastructure...

... 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}...

... surface of more than 40° in gradient and 40 m in length on plan) 22 06 2021 23 06 2021 ICE Publishing: All rights reserved 2021 design methods & aids geotechnical engineering mathematical modelling Landslides are chronic natural hazards in mountainous regions...

... modulus E is evaluated according to the relation proposed by Janbu (1963) (Equation 2). 1 s = q B ( 1 − ν 2 ) E I s ICE Publishing: All rights reserved 2020 design methods & aids granular materials shallow foundations The main...

... 09 2020 ICE Publishing: All rights reserved 2020 design methods & aids geotechnical engineering mathematical modelling Chemical soil stabilisation has been attracting considerable interest in the geotechnical engineering community, where several successful applications have...

... distributions were measured during the lateral load tests. The results provide new test data to facilitate further theoretical analyses and engineering applications of straight-sided and belled piers in sloping ground. design methods & aids field testing & monitoring foundations...

... and embedded loadings; the H/B ratio was also varied. In the centrifuge tests, s_u increased with depth, which needs to be converted into an equivalent uniform value. 06 07 2018 16 04 2019 ICE Publishing: All rights reserved 2019 design methods...

...), and B_p is the difference value of log(d_max/0·074) and B(b₀, m_{0); as a result, Br can be expressed as 28 06 2018 27 02 2019 ICE Publishing: All rights reserved 2019 design methods & aids earth dams}...

... stress following compaction, it is possible to estimate the overconsolidation ratio. A case history is presented to illustrate application of the proposed concepts. 12 03 2018 24 09 2018 ICE Publishing: All rights reserved 2018 design methods & aids shallow foundations...

... R_θ is the rotational stiffness of the base. 29 10 2017 11 06 2018 ICE Publishing: All rights reserved 2018 design methods & aids retaining walls seismic engineering It is usual to simplify the complex problem of the interaction of earthquake-generated elastic...

... represent the reduction in bearing capacity factors due to seismic loadings. The recommended soil inertial factors for level ground and sloping ground are discussed in the following sections. 30 10 2017 20 06 2018 ICE Publishing: All rights reserved 2018 design methods & aids...

... _a and P _p in the active and passive cases, respectively, as shown in the figure, and the soil domain is large enough to contain the failure mechanisms as indicated. 23 08 2017 20 06 2018 ICE Publishing: All rights reserved 2018 design methods & aids geotechnical...

... = (x_i − μ_{i)/σi. 13 02 2018 06 06 2018 ICE Publishing: All rights reserved 2018 design methods & aids foundations risk & probability analysis Frank et al. (2004) included a modification to DA2}...

... efficiency with increasing stone replacement, as summarised below. design methods & aids foundations geotechnical engineering The design of stone-column groups in cohesive soils for settlement-reduction purposes is most commonly undertaken using the method of Priebe (1976 , 1995...

... transform (Table 1). In the Form calculations, the performance function is determined in x-space, while the minimisation of β occurs in z-space. 07 03 2017 02 10 2017 ICE Publishing: All rights reserved 2017 design methods & aids foundations risk...

... & anchorages design methods & aids retaining walls As the formation of slopes or deep excavations proceeds, the excavated soil mass is removed and initial stress releases. After the pre-stressed anchors and shotcrete have been constructed, the release of the initial stress, especially...

.... A new equation has been developed using numerical modelling results and employing a regression analysis to predict the maximum soil pressure on a buried pipe based on backfill height. codes of practice & standards design methods & aids pipes & pipelines Buried pipelines...

... for a more suitable calculation of the mobilised shaft and base resistance of micropiles bored in highly coarse soils is tentatively proposed. 28 03 2015 23 11 2015 ICE Publishing: All rights reserved 2016 design methods & aids field testing & monitoring piles & piling...