| Prediction of maximum surface settlement caused by earth pressure balance (EPB) shield tunneling with ANN methods |
22 |
| Experimental study on a dredged fill ground improved by a two-stage vacuum preloading method |
18 |
| Dynamic properties of calcareous and siliceous sands under isotropic and anisotropic stress conditions |
17 |
| Evaluation of fly ash- and slag-based geopolymers for the improvement of a soft marine clay by deep soil mixing |
12 |
| Experimental investigation of inter-particle contact evolution of sheared granular materials using X-ray micro-tomography |
11 |
| Effects of industrial by-product based geopolymers on the strength development of a soft soil |
11 |
| Particle breakage in triaxial shear of a coral sand |
11 |
| Modeling of non-stationary random field of undrained shear strength of soil for slope reliability analysis |
10 |
| Desorption characteristics of Cr(III), Mn(II), and Ni(II) in contaminated soil using citric acid and citric acid-containing wastewater |
10 |
| Expansive soil modified by waste steel slag and its application in subbase layer of highways |
10 |
| Modelling tensile/compressive strength ratio of artificially cemented clean sand |
9 |
| Early strength development in cement-treated sand using low-carbon rapid-hardening cements |
9 |
| Soil improvement using plant-derived urease-induced calcium carbonate precipitation |
9 |
| Experimental and DEM assessment of the stress-dependency of surface roughness effects on shear modulus |
8 |
| An artificial neural network approach to inhomogeneous soil slope stability predictions based on limit analysis methods |
8 |
| Experimental tests of slope failure due to rainfalls using 1g physical slope models |
8 |
| Empirical fragility curves for settlement-affected buildings: Analysis of different intensity parameters for seven hundred masonry buildings in The Netherlands |
8 |
| Solution to active earth pressure of narrow cohesionless backfill against rigid retaining walls under translation mode |
8 |
| Coupled particle-fluid simulations of the initiation of suffusion |
8 |
| Erosional behavior of gravel-sand mixtures stabilized by microbially induced calcite precipitation (MICP) |
7 |
| Cross-anisotropic fabric of sands by wavelet-based simulation of human cognition |
7 |
| Swelling characteristics of soils subjected to acid contamination |
7 |
| A one-dimensional creep model for frozen soils taking temperature as an independent variable |
6 |
| Plane strain evaluation of stress paths for supported excavations under lateral loading and unloading |
6 |
| Seismic bearing capacity of shallow strip foundations in the vicinity of slopes using the lower bound finite element method |
6 |
| Modeling the stress versus settlement behavior of shallow foundations in unsaturated cohesive soils extending the modified total stress approach |
6 |
| Shaking table modeling of MSE/soil nail hybrid retaining walls |
6 |
| Electro-osmosis treatment techniques and their effect on dewatering of soils, sediments, and sludge: A review |
6 |
| Prediction of UCS and CBR of microsilica-lime stabilized sulfate silty sand using ANN and EPR models; application to the deep soil mixing |
6 |
| Three dimensional discrete element method simulations of interface shear |
6 |
| Anisotropic elasto-plastic solutions for cavity expansion problem in saturated soil mass |
6 |
| Stiffness and strength characteristics of demolition waste, glass and plastics in railway capping layers |
5 |
| A load-transfer function for the side resistance of drilled shafts in soft rock |
5 |
| Fragility analysis of continuous pipelines subjected to transverse permanent ground deformation |
5 |
| Induced fabric anisotropy of granular materials in biaxial tests along imposed strain paths |
5 |
| Investigating the effect of geogrid on stabilization of high railway embankments |
5 |
| Durability against wetting-drying cycles for cement-stabilized reclaimed asphalt pavement blended with crushed rock |
5 |
| Potential of zero-valent iron in remediation of Cd(II) contaminated soil: From laboratory experiment, mechanism study to field application |
5 |
| Cyclic strength of sand mixed with biochar: Some preliminary results |
5 |
| On the influence of grain shape on the cumulative deformations in sand under drained high-cyclic loading |
5 |
| Stabilization of black cotton soil subgrade using sawdust ash and lime |
5 |
| Biogeotechnical approach for slope soil stabilization using locally isolated bacteria and inexpensive low-grade chemicals: A feasibility study on Hokkaido expressway soil, Japan |
5 |
| Reconnaissance of the 2017 Puebla, Mexico earthquake |
5 |
| Influence mechanism of vertical-horizontal combined loads on the response of a single pile in sand |
5 |
| Investigation into performance of deep excavation in sand covered karst: A case report |
5 |
| Influences of root concentration and suction on Chrysopogon zizanioides reinforcement of soil |
5 |
| Marginal lateritic soil/crushed slag blends as an engineering fill material |
4 |
| Potential of fly ash to suppress the susceptible behavior of lime-treated gypseous soil |
4 |
| Material properties of solidified soil grains produced from dredged marine clay |
4 |
| Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads |
4 |
