| Centrifuge modelling of building response to tunnel excavation |
10 |
| Study of the behaviour of skirted shallow foundations resting on sand |
6 |
| Behaviour of soft soil improved by floating soil-cement columns |
5 |
| Observation of sand movement during bucket installation |
5 |
| A novel laboratory test for backward erosion piping |
4 |
| Physical modelling of air injection to remediate liquefaction |
3 |
| Experimental study on the performance of plate anchor retaining walls |
3 |
| Effect of surcharge magnitude on soil-nailed wall behaviour in a geotechnical centrifuge |
3 |
| Real-time data coupling for hybrid testing in a geotechnical centrifuge |
2 |
| Centrifuge modelling of a helical anchor under different cyclic loading conditions in sand |
2 |
| Rigid pile improvement under vertical cyclic loading: 1g laboratory small-scale modelling |
2 |
| Model load tests on battered pile foundations and finite-element analysis |
2 |
| Using tactile pressure sensors to measure dynamic earth pressures around dual-row walls |
1 |
| Large-scale physical modelling of soil-filled masonry arch bridges |
1 |
| Centrifuge testing to verify scaling of offshore pipeline ploughs |
1 |
| Development of a three-dimensional staged volume loss tunnelling method in the centrifuge |
1 |
| Centrifuge modelling of traffic simulation on a construction waste layer |
1 |
| Behaviour of geocell-geogrid reinforced foundations on clay subgrades of varying strengths |
1 |
| Static and dynamic rocking stiffness of shallow footings on sand: centrifuge modellling |
1 |
| Centrifuge modelling of breaking waves and seashore ground |
1 |
| Bearing capacity of circular footings resting on unsaturated desiccated soils |
1 |
| Evaluation of the dynamic response of geosynthetic interfaces |
1 |
| Control of pile movements induced by tunnelling using micropiles |
1 |
| A study of the axial load behaviour of helical piles in sand by frustum confining vessel |
1 |
| Development and performance of a rolling table used on a centrifuge |
0 |
| Geotechnical magnetic-similitude-gravity model testing method |
0 |
| Performance of double-row piles retaining excavation beneath existing underground space |
0 |
| Effect of the grouted tied back-to-back system on the stability of railway embankments |
0 |
| Physical modelling for pile performance combined with ground improvement using frustum confining vessel |
0 |
| Large-scale test of sleeve valve pipe grouted overwet subgrades |
0 |
| Centrifuge assessment of the effects of polymer treatment on penetrometer response |
0 |
| Use of a MEMS accelerometer to measure orientation in a geotechnical centrifuge |
0 |
| Centrifuge 2D gravity on a vertical rotational reference frame |
0 |
| Experimental evaluation of the effects of surcharge width and location on geosynthetic-reinforced soil walls |
0 |
| Liquefaction flow slides in large flumes |
0 |
| A simple method for detecting cracks in soil-cement reinforcement for centrifuge modelling |
0 |
| A new climatic chamber for studying soil-atmosphere interaction in physical models |
0 |
| Response of pile groups in sand due to lateral cyclic loading |
0 |
| Use of cement-treated sand to enhance the lateral capacity of pile foundations |
0 |
| Dynamic responses of the shallow foundation of an onshore wind turbine |
0 |
| Physical model simulation of surface subsidence under sub-critical condition |
0 |
| Effects of uniaxial and triaxial compression tests on the frozen sandstone combining with CT scanning |
0 |
| Centrifuge modelling of rock bolts with facing plates |
0 |
| Settlement-induced bending moments on pile-founded floodwalls |
0 |
| Centrifuge tests on liquefaction potential and slope stability of mine tailings |
0 |
| The effect of spherical air blast on buried pipelines: a laboratory simulation study |
0 |
