Quantification the effect of microsand on the compressive, tensile, flexural strengths, and modulus of elasticity of normal strength concrete
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1680884
Development of correlation between SPT-N value and shear wave velocity and estimation of non-linear seismic site effects for soft deposits in Kolkata city
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1640898
Relation water content ratio-to-liquidity index versus the Atterberg limits ratio evaluated with the Kaniadakis exponential law
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2018.1532117
A three-dimensional analytical solution to the arching effect in inclined backfilled stopes
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1574031
Spectral bearing capacity analysis of strip footings under pseudo-dynamic excitation
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1670873
Numerical finite element analysis of underground tunnel crossing an active reverse fault: a case study on the Sabzkouh segmental tunnel
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1573323
Analytical solution for active earth pressure of c–φ soil considering arching effect
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2018.1533649
The effect of surface irregularities on a falling rock motion
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2018.1508857
Strengthening crushed coarse aggregates using bio-grouting
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2018.1521999
Modelling the response of chemically degraded carbonate sands
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1587178
Performance of systematic fully grouted rockbolts and shotcreted layer in circular tunnel under the hydrostatic conditions using 3D finite difference approach
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1648885
Model Tests and Analytical Studies on Performance of Areca Leaf Cells as Cellular Confinement in Soil
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1664774
Influence of tire crumbs on mechanical properties of sand-fine soil mixtures
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1688870
An estimate of the bearing capacity of shallow foundations on anisotropic soil by limit equilibrium and soft computing technique
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1581276
A 3D numerical analysis of wave-induced seabed response around a monopile structure
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1680882
Experimental study of behaviour of circular footing on geogrid-reinforced sand
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1683621
Behaviour of piles in consolidating soil
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2018.1454609
Prediction of the unconfined compressive strength of stabilised soil by Adaptive Neuro Fuzzy Inference System (ANFIS) and Non-Linear Regression (NLR)
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1699668
Geomechanical study of gas reservoir rock using vertical seismic profile and petrophysical data (continental shelf in southern Iran)
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1573322
Comparative study of shear strength characteristics of dry cohesionless sands from triaxial, plane-strain and direct shear tests
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1648882
Numerical simulation of the undrained stability of slopes in anisotropic fine-grained soils
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2018.1490460
Numerical investigation of stability of deep excavations supported by soil-nailing method
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1680878
Undrained behaviour of polypropylene fibre reinforced sandy soil under monotonic loading
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2018.1508855
Finite element analysis of two nearby interfering asymmetric footings embedded in cohesionless foundation medium
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1664776
Assessment of the correlation between grain angularity parameter and friction index of sand containing low plastic fines
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1648881
Investigation of rock slope stability under pore-water pressure and structural anisotropy by the discrete element method
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1680879
Study on the microseismic clouds induced by hydraulic fracturing
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1680876
Bearing capacity of ring footing on weak sand layer overlying a dense sand deposit
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1664775
Numerical modelling of staged stope extraction in a tabular steeply dipping deposit
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2018.1508856
A theoretical strain relationship for identifying the failure of laboratory-scale rocks under triaxial compression
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1645362
A semi-empirical dilatancy model for ballast fouled with plastic fines
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2018.1476737
Seismic interactions between adjacent and crossing bridges on deep foundations in nonlinear soil
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1648883
Genesis of transitional behaviour in geomaterials: a review and gap analysis
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1670871
Determination of internal pressure for the stability of dual elliptical tunnels in soft clay
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1641632
Numerical studies on lateral load response of fin piles
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2018.1535718
Fracture grouting and geonails for soft soil tunnelling
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1573321
Influence of microstructure on drying- and wetting-characteristics of fine-grained soils
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1597283
Three-dimensional stability of locally loaded geocell-reinforced slopes by strength reduction method
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1581275
Finite element analysis of cyclic behaviour of laterally loaded pile influenced by vertical and biaxial loading
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1680874
Non-linear transient analysis of soil domain under variable soil properties with spring-dashpot type local absorbing boundaries
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1601266
Determination of relationship between standard penetration test and geotechnical parameters in Ahwaz soil
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1680877
Seismic stability analysis of a pre-cracked natural slope: a case study of Aomar slope in Algeria
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1648880
Experimental and numerical modeling of moving retaining wall in expansive soil
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1645363
Absorption limit of kaolinitic and montmorillonitic soils
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1680881
Passive earth pressure of overconsolidated collapsible soil subjected to inundation
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1581277
Stress state analysis in the vicinity of the hydraulic fracturing tool located near the bottom of the well
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1680875
Geotechnical behaviour of different organic matter on clayey soils
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1670874
Effect of using transient polyaxial failure criterion in wellbore instability analysis
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1581274
3D computational study of tunnel segment behaviour under loading by TBM thrust jacks
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1648884
Modelling of the effect of scale on the compressibility parameters of fine-grained soils
来源期刊:Geomechanics and GeoengineeringDOI:10.1080/17486025.2019.1597282