| Evaluation of ground loss ratio with moving trajectories induced in double-O-tube (DOT) tunnelling |
28 |
| New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata |
20 |
| Effects of coupled static and dynamic strain rates on mechanical behaviors of rock-like specimens containing pre-existing fissures under uniaxial compression |
19 |
| Direct simulation of random field samples from sparsely measured geotechnical data with consideration of uncertainty in interpretation |
18 |
| Effect of relative density and biocementation on cyclic response of calcareous sand |
17 |
| Full-scale model study on variations of soil stress in geosynthetic-reinforced pile-supported track bed with water level change and cyclic loading |
17 |
| Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions |
13 |
| Influence of electro-osmosis activation time on vacuum electro-osmosis consolidation of a dredged slurry |
13 |
| Strength, stiffness, and microstructure characteristics of biocemented calcareous sand |
13 |
| Runout evaluation of Oso landslide with the material point method |
11 |
| Bayesian identification of soil stratigraphy based on soil behaviour type index |
10 |
| Benefits from using two receivers for interpretation of low-strain integrity tests on pipe piles |
10 |
| Colloid effect on clogging mechanism of hydraulic reclamation mud improved by vacuum preloading |
10 |
| Sand and silty-sand soil stabilization using bacterial enzyme-induced calcite precipitation (BEICP) |
10 |
| Characterization of model uncertainty in predicting axial resistance of piles driven into clay |
10 |
| Sodium hexametaphosphate (SHMP)-amended calcium bentonite for slurry trench cutoff walls: workability and microstructure characteristics |
9 |
| Influence of composite flocculant FeCl3-APAM on vacuum drainage of river-dredged sludge |
9 |
| Load model for designing flexible steel barriers for debris flow mitigation |
9 |
| Comparison of rockburst occurrence during extraction of thick coal seams using top-coal caving versus slicing mining methods |
9 |
| Drained cavity expansion analysis with a unified state parameter model for clay and sand |
8 |
| Back-analysis of geophysical flows using three-dimensional runout model |
8 |
| Statistics of model factors in reliability-based design of axially loaded driven piles in sand |
8 |
| Influence of drying-wetting cycles on soil-water characteristic curve of undisturbed granite residual soils and microstructure mechanism by nuclear magnetic resonance (NMR) spin-spin relaxation time (T-2) relaxometry |
8 |
| Interpolating spatially varying soil property values from sparse data for facilitating characteristic value selection |
8 |
| Bender elements in stiff cemented clay: shear wave velocity (V-s) correction by applying wavelength considerations |
8 |
| Influence of cross correlation between nominal load and resistance on reliability-based design for simple linear soil-structure limit states |
7 |
| Large-deformation finite-element modelling of earthquake-induced landslides considering strain-softening behaviour of sensitive clay |
7 |
| Effects of vegetation on hydrological response of silty volcanic covers |
7 |
| Finite element analysis for rockfall and debris flow mitigation works |
7 |
| State of practice for use of the soil-water characteristic curve (SWCC) in geotechnical engineering |
7 |
| Geosynthetic reinforced column supported embankments and the role of ground improvement installation effects |
7 |
| Ultimate seismic bearing capacities and failure mechanisms for strip footings placed adjacent to slopes |
7 |
| Numerical modeling of progressive failure of rigid piles under embankment load |
7 |
| Experimental simulation and mathematical modelling of clogging in stone column |
7 |
| Reliability-based design of internal limit states for mechanically stabilized earth walls using geosynthetic reinforcement |
7 |
| Centrifuge modeling of geotechnical mitigation measures for shallow foundations subjected to reverse faulting |
7 |
| Influence of strain energy released from a test machine on rock failure process |
6 |
| A dual porosity model of high-pressure gas flow for geoenergy applications |
6 |
| Experimental study on lateral pile-soil interaction of offshore tetrapod piled jacket foundations in sand |
6 |
| Importance of soil property sampling location in slope stability assessment |
6 |
| Mechanical behaviour of Panzhihua iron tailings |
6 |
| Analysis of cylindrical cavity expansion in anisotropic critical state soils under drained conditions |
6 |
| One-dimensional large-strain thaw consolidation using nonlinear effective stress - void ratio - hydraulic conductivity relationships |
6 |
| Numerical simulation of installation of jacked piles in sand using material point method |
6 |
| Effective stress regime around a jacked steel pile during installation ageing and load testing in chalk |
6 |
| Three-dimensional monotonic and cyclic behavior of a gravel-steel interface from large-scale simple-shear tests |
6 |
| Evaluation of sample quality from different sampling methods in Finnish soft sensitive clays |
6 |
| Laboratory investigation of pore pressure dissipation in clay around permeable piles |
6 |
| Interpretation of piezocone penetration and dissipation tests in sensitive Leda clay at Gloucester test site |
6 |
| Time-dependent unsaturated behaviour of geosynthetic clay liners |
6 |
