Computers and Geotechnics

Title Publication Date Language Citations
Undrained lateral load capacity of piles in clay using artificial neural network2006/12/01English167
Application of distinct element methods to simulation of hydraulic fracturing in naturally fractured reservoirs2016/01/01English167
Geotechnical influence on existing subway tunnels induced by multiline tunneling in Shanghai soft soil2014/03/01English167
Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods2009/01/01English165
Modeling shear behavior and strain localization in cemented sands by two-dimensional distinct element method analyses2011/01/01English165
Quantitative risk assessment of landslide by limit analysis and random fields2013/09/01English164
Support vector machine applied to settlement of shallow foundations on cohesionless soils2008/05/01English164
Selecting parameters to optimize in model calibration by inverse analysis2004/07/01English161
Slope stability analysis using the limit equilibrium method and two finite element methods2015/01/01English157
Acoustic emission characteristics of the rock-like material containing a single flaw under different compressive loading rates2017/03/01English157
A numerical model for outburst including the effect of adsorbed gas on coal deformation and mechanical properties2013/10/01English155
Review of fundamental principles in modelling unsaturated soil behaviour2011/09/01English155
Impact of copula selection on geotechnical reliability under incomplete probability information2013/04/01English153
Slope reliability analysis using a support vector machine2008/05/01English152
Coupled effects in stability analysis of pile–slope systems2005/06/01English149
A three-dimensional numerical investigation of the fracture of rock specimens containing a pre-existing surface flaw2012/09/01English146
A unified constitutive model for both clay and sand with hardening parameter independent on stress path2008/03/01English145
Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage2009/01/01English144
Modified Structured Cam Clay: A generalised critical state model for destructured, naturally structured and artificially structured clays2010/11/01English144
Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model2010/01/01English144
Exploring the effects of particle shape and content of fines on the shear behavior of sand-fines mixtures via the DEM2019/02/01English144
Efficient slope reliability analysis at low-probability levels in spatially variable soils2016/05/01English139
Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect2017/01/01English139
Evaluation of coal longwall caving characteristics using an innovative UDEC Trigon approach2014/01/01English139
Strength failure behavior and crack evolution mechanism of granite containing pre-existing non-coplanar holes: Experimental study and particle flow modeling2017/08/01English139
Three-dimensional numerical modelling on localised leakage in segmental lining of shield tunnels2020/06/01English138
Analytical solution for longitudinal vibration of a floating pile in saturated porous media based on a fictitious saturated soil pile model2021/03/01English135
Application of DDA to simulate characteristics of the Tsaoling landslide2011/07/01English135
DEM analysis of “soil”-arching within geogrid-reinforced and unreinforced pile-supported embankments2014/09/01English134
Interpretation of unsaturated soil behaviour in the stress – Saturation space, I: Volume change and water retention behaviour2012/06/01English133