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1-13 of 13
Keywords: dynamics
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Journal Articles
Analysis of reinforced soil wall for c–ϕ backfill considering Rayleigh wave
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2022) 175 (4): 290–304.
Published: 15 September 2022
...Ashish Gupta, PhD; Vishwas A. Sawant, PhD Analytical methods to analyse the seismic stability of reinforced soil walls showing the effect of Rayleigh waves are not available to date. In this study, the pseudo-dynamic approach was used to determine the seismic behaviour of a reinforced soil wall...
Journal Articles
Effect of drainage states on dynamic behaviours of Ningbo clay under uniform cyclic loading
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2020) 173 (2): 105–115.
Published: 31 January 2019
... to analyse the effect of drainage condition on the dynamic behaviour of Ningbo clay. The results showed that when the cyclic stress ratio (CSR) was small, the accumulated axial strain under undrained conditions was larger than that under partially drained conditions; however, when the CSR was high...
Journal Articles
Dynamic properties of steel slag improved with sand–tyre shreds admixture
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2020) 173 (3): 143–158.
Published: 31 January 2019
..., incorporation ratios of tyre particles and in corporation ratios of sand, the dynamic shear modulus and damping ratio of the new geomaterial were studied by a torsional shear vibration method based on resonance column tests. The specific control density of steel slag combined with different mixing ratios...
Journal Articles
Application of shakedown theory in track substructure design
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2019) 172 (2): 116–123.
Published: 16 August 2018
...-induced dynamic elastic stress field in a three-dimensional half-space and introducing a self-equilibrated residual stress field, the maximum magnitude of surface pressure on the soil foundation (i.e. shakedown limit) against long-term residual settlement is calculated through an optimisation programme...
Journal Articles
The static and dynamic behaviour of sands grouted with amino-based resin
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2018) 171 (1): 21–37.
Published: 29 September 2017
...Amir M. Halabian, PhD, PEng; Arian Shakibzadeh, MSc; Mohammad Ali Rowshan Zamir, PhD The work investigated the effect of using an amino-based resin as a new chemical grout on the static and dynamic behaviour of dry and saturated sands. Several samples of a uniformly graded silty sand having...
Journal Articles
Lessons learned from 11 million m2 of dynamic compaction and replacement
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2017) 170 (4): 208–217.
Published: 11 August 2017
...Bashar Tarawneh, PhD, PE; Andrey Sbitnev, PhD; Yasser Hakam, MSc Dynamic replacement (DR) and dynamic compaction (DC) have been used effectively as ground improvement techniques to reduce settlement, increase bearing capacity and mitigate liquefaction. A case study of 11 million m2...
Journal Articles
Tyre chips as compressible inclusions in earth-retaining walls
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2017) 170 (3): 137–148.
Published: 08 June 2017
...Sodom Bali Reddy, MTech, PhD; Adapa Murali Krishna, PhD This paper investigates the performance of retaining wall models using recycled tyre chips as compressible inclusions under dynamic loading through shaking table tests. Scrap tyre derived tyre chips of 10 × 10 mm size and about 20 mm length...
Journal Articles
Durability of partial saturation to counteract liquefaction
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2017) 170 (2): 102–111.
Published: 04 April 2017
... centrifuge testing, small-scale models are subjected to an increased gravitational field that is N times the gravitational acceleration ( g ). The scaling laws were derived for ‘diffusion or static’ events such as consolidation and ‘dynamic’ events such as earthquakes. The time in diffusion events...
Journal Articles
Investigation on tamping spacing in dynamic compaction using model tests
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2014) 167 (3): 219–231.
Published: 01 August 2014
...Masoud Hajialilue-Bonab; Fateme Soghra Zare The effect of tamping space and pattern in dynamic compaction has been investigated on loose dry sand using particle image velocimetry technique. A small-scale physical model of dynamic compaction was prepared. Tamping was executed by rising and dropping...
Journal Articles
Soil grouting for the seismic protection of existing buildings
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2014) 167 (3): 206–218.
Published: 01 August 2014
... of an innovative approach for reducing the seismic risk by using soft grouting mixtures installed at an optimum depth in the foundation soil. The basic idea is that a thin grouted layer, with dynamic impedance that is much smaller than that of the surrounding soil, will filter and reflect most of the seismic...
Journal Articles
Dynamic analysis of soil-nailed slope
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2011) 164 (4): 225–234.
Published: 01 November 2011
...) extended beyond reinforced zone Figure 3. Direct sliding mechanism 07 1 2011 13 6 2008 ICE Publishing: All rights reserved 2011 dynamics mathematical modelling retaining walls Basic SI units are given in parentheses. c cohesion of soil (N...
Journal Articles
Improvement of machine foundations using reinforcement
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Proceedings of the Institution of Civil Engineers - Ground Improvement (2009) 162 (4): 199–204.
Published: 01 November 2009
... soil confirm the efficacy of the method adopted. The results show that reinforced soil foundations are viable alternatives to improve foundation response due to dynamic loading. The analysis 4 was conducted for a foundation for a generator which was constructed in Bangalore, India. It was observed...
Journal Articles
Densification of granular soil by dynamic compaction
Available to PurchaseM. W. Bo, DUC, MSc, PhD, FGS, FICE, CEng, CGeol, CEnv, CSci, PEng PGeo, EurGeol, EurEng, Y. M. Na, MSc, PhD, PEng, A. Arulrajah, MEng, PhD, CPEng, FIEAust, M. F. Chang, MEng, PhD, PE
Proceedings of the Institution of Civil Engineers - Ground Improvement (2009) 162 (3): 121–132.
Published: 01 August 2009
... by hydraulic filling generally does not allow densification by surface compaction methods because of their limited depth of influence. Loose granular soil is susceptible to liquefaction upon the impact of dynamic forces. Even under static conditions, loose granular soil may be subjected to bearing capacity...
