Preliminary engineering application of microseismic monitoring technique to rockburst prediction in tunneling of Jinping II project | Journal of Rock Mechanics and Geotechnical Engineering | 2010 | 128 |
Interpretation of T-bar penetrometer tests at shallow embedment and in very soft soils | Canadian Geotechnical Journal | 2010 | 123 |
Large-deformation finite element analysis of pipe penetration and large-amplitude lateral displacement | Canadian Geotechnical Journal | 2010 | 90 |
Clays in radioactive waste disposal | Journal of Rock Mechanics and Geotechnical Engineering | 2010 | 86 |
Particle damage observed in ring shear tests on sands | Canadian Geotechnical Journal | 2010 | 85 |
Influence of toe restraint on reinforced soil segmental walls | Canadian Geotechnical Journal | 2010 | 83 |
Effect of grain shape and angularity on the undrained response of fine sands | Canadian Geotechnical Journal | 2010 | 78 |
Definition and experimental determination of a soil-water retention surface | Canadian Geotechnical Journal | 2010 | 76 |
Three-dimensional stability charts for slopes based on limit analysis methods | Canadian Geotechnical Journal | 2010 | 73 |
Rheological properties of fine-grained sediment: the roles of texture and mineralogy | Canadian Geotechnical Journal | 2010 | 73 |
Reducing shear strength uncertainties in clays by multivariate correlations | Canadian Geotechnical Journal | 2010 | 72 |
Modelling capacity of transparent soil | Canadian Geotechnical Journal | 2010 | 69 |
Large-scale geomechanical model testing of an underground cavern group in a true three-dimensional (3-D) stress state | Canadian Geotechnical Journal | 2010 | 69 |
A simplified method to estimate the soil-water characteristic curve | Canadian Geotechnical Journal | 2010 | 65 |
Numerical simulations of stone column installation | Canadian Geotechnical Journal | 2010 | 64 |
Intelligent computing for modeling axial capacity of pile foundations | Canadian Geotechnical Journal | 2010 | 64 |
Mechanical characterization of matrix coarse-grained soils with a large-sized triaxial device | Canadian Geotechnical Journal | 2010 | 60 |
Statistical damage model with strain softening and hardening for rocks under the influence of voids and volume changes | Canadian Geotechnical Journal | 2010 | 59 |
An efficient approach for locating the critical slip surface in slope stability analyses using a real-coded genetic algorithm | Canadian Geotechnical Journal | 2010 | 58 |
Measurements of suction versus water content for bentonite–sand mixtures | Canadian Geotechnical Journal | 2010 | 58 |
Structural characterization of unsaturated aggregated soil | Canadian Geotechnical Journal | 2010 | 58 |
Shear strength and dilative characteristics of an unsaturated compacted completely decomposed granite soil | Canadian Geotechnical Journal | 2010 | 54 |
Centrifuge testing and numerical analysis of box culverts installed in induced trenches | Canadian Geotechnical Journal | 2010 | 51 |
Evaluation of the effect of rolling correction of double-o-tunnel shields via one-side loading | Canadian Geotechnical Journal | 2010 | 51 |
Use of expanding polyurethane resin to remediate expansive soil foundations | Canadian Geotechnical Journal | 2010 | 50 |