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Condition assessment of reinforced concrete beams – Comparing digital image analysis with optic fibre Bragg gratings

MATEC Web of Conferences, 2018, Vol.199, p.6011

2018

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Centrifuge Modelling of Tunnelling Near Driven Piles

Soils and foundations, 2004-02, Vol.44 (1), p.49-56

2004

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The mass stiffness of residual dolomite from large surcharge trials

Quarterly journal of engineering geology and hydrogeology, 2013-02, Vol.46 (1), p.75-86

Jacobsz, S. W.

2013

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Centrifuge modelling of a soil nail retaining wall

Journal of the South African Institution of Civil Engineers, 2013-04, Vol.55 (1), p.85-93

Jacobsz, S W

2013

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Centrifuge modelling of piled foundations in swelling clays

Canadian geotechnical journal, 2024-01, Vol.61 (1), p.46-58

2024

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Analysis of maximum arching conditions in active plane-strain trapdoors in sand

Computers and geotechnics, 2019-09, Vol.113, p.103089, Article 103089

2019

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Comparing the factors of safety from finite element and limit equilibrium analyses in lateral support design

Journal of the South African Institution of Civil Engineering, 2019-12, Vol.61 (4), p.29-41

2019

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Advanced numerical modelling of the nonlinear mechanical behaviour of a laterally loaded pile embedded in stiff unsaturated clay

Journal of the South African Institution of Civil Engineering, 2023-06, Vol.65 (2), p.28-38

2023

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Updating structural reliability efficiently using load measurement

Structural safety, 2020-05, Vol.84, p.101939, Article 101939

2020

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Field and laboratory research into the undrained behaviour of tailings at the University of Pretoria

Journal of the South African Institute of Mining and Metallurgy, 2022-06, Vol.122 (6), p.1-7

2022

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Drying and wetting soil-water retention behaviour of a highly expansive clay under varying initial density

E3S Web of Conferences, 2023-01, Vol.382, p.9005

2023

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Optimal placement of reinforcement in piggyback landfill liners

Geotextiles and geomembranes, 2018-06, Vol.46 (3), p.327-337

2018

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The Behaviour of a Reinforced Soil Mattress Spanning a Cavity Modelled in a Geotechnical Centrifuge

Geotechnical and geological engineering, 2016-10, Vol.34 (5), p.1345-1358

2016

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The effect of overburden and confined stress state on cave mining propagation

Journal of the South African Institute of Mining and Metallurgy, 2022-11, Vol.122 (11), p.1-11

2022

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Seepage column hydraulic conductivity tests in the geotechnical centrifuge

Journal of the South African Institution of Civil Engineering, 2017-09, Vol.59 (3), p.16-24

2017

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Fracture banding in caving mines

Journal of the South African Institute of Mining and Metallurgy, 2016-08, Vol.116 (8), p.753-761

Cumming-Potvin, D.

2016

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Centrifuge modelling of railway embankments under static and cyclic loading

Journal of the South African Institution of Civil Engineering, 2017-09, Vol.59 (3), p.2-10

2017

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The influence of foundation stiffness on the behaviour of surface strip foundations on sand

Journal of the South African Institution of Civil Engineering, 2017-06, Vol.59 (2), p.19-27

2017

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The influence of tunnelling on adjacent piled foundations

Tunnelling and underground space technology, 2006-05, Vol.21 (3), p.430-430

2006

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A qualitative model study on the effect of geosynthetic foundation reinforcement in sand overlying very soft clay

Journal of the South African Institution of Civil Engineering, 2016-06, Vol.58 (2), p.25-34

2016

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Electricity generation as a beneficial post-closure land use option for a dormant tailings storage facility

Journal of the South African Institution of Civil Engineering, 2016-03, Vol.58 (1), p.53-61

2016

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Proceedings of the First Southern African Geotechnical Conference

1, 2016

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TUKS tensiometer measures to –1.7 Mega Pascal

Civil Engineering : Magazine of the South African Institution of Civil Engineering, 2019-01, Vol.27 (1), p.24-26

Jacobsz, S.W

2019

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Developing predictive models for the load-displacement response of laterally loaded reinforced concrete piles in stiff unsaturated clay using machine learning algorithms

Structures (Oxford), 2024-06, Vol.64, p.106532, Article 106532

2024

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Measurement of pile uplift forces due to soil heave in expansive clays

Canadian geotechnical journal, 2022-12, Vol.59 (12), p.2119-2134

2022

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Condition assessment of reinforced concrete beams – Comparing digital image analysis with optic fibre Bragg gratings

Centrifuge Modelling of Tunnelling Near Driven Piles

The mass stiffness of residual dolomite from large surcharge trials

Centrifuge modelling of a soil nail retaining wall

Centrifuge modelling of piled foundations in swelling clays

Analysis of maximum arching conditions in active plane-strain trapdoors in sand

Comparing the factors of safety from finite element and limit equilibrium analyses in lateral support design

Advanced numerical modelling of the nonlinear mechanical behaviour of a laterally loaded pile embedded in stiff unsaturated clay

Updating structural reliability efficiently using load measurement

Field and laboratory research into the undrained behaviour of tailings at the University of Pretoria

Drying and wetting soil-water retention behaviour of a highly expansive clay under varying initial density

Optimal placement of reinforcement in piggyback landfill liners

The Behaviour of a Reinforced Soil Mattress Spanning a Cavity Modelled in a Geotechnical Centrifuge

The effect of overburden and confined stress state on cave mining propagation

Seepage column hydraulic conductivity tests in the geotechnical centrifuge

Fracture banding in caving mines

Centrifuge modelling of railway embankments under static and cyclic loading

The influence of foundation stiffness on the behaviour of surface strip foundations on sand

The influence of tunnelling on adjacent piled foundations

A qualitative model study on the effect of geosynthetic foundation reinforcement in sand overlying very soft clay

Electricity generation as a beneficial post-closure land use option for a dormant tailings storage facility

Proceedings of the First Southern African Geotechnical Conference

TUKS tensiometer measures to –1.7 Mega Pascal

Developing predictive models for the load-displacement response of laterally loaded reinforced concrete piles in stiff unsaturated clay using machine learning algorithms

Measurement of pile uplift forces due to soil heave in expansive clays

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