# | Title | Journal | Year | Citations |
---|
1 | A discrete numerical model for granular assemblies | Geotechnique | 1979 | 13,267 |
2 | Effects of Earthquakes on Dams and Embankments | Geotechnique | 1965 | 2,084 |
3 | The strength and dilatancy of sands | Geotechnique | 1986 | 2,028 |
4 | The use of the Slip Circle in the Stability Analysis of Slopes | Geotechnique | 1955 | 2,018 |
5 | A constitutive model for partially saturated soils | Geotechnique | 1990 | 1,995 |
6 | Slope stability analysis by finite elements | Geotechnique | 1999 | 1,559 |
7 | A state parameter for sands | Geotechnique | 1985 | 1,508 |
8 | The Analysis of the Stability of General Slip Surfaces | Geotechnique | 1965 | 1,473 |
9 | Liquefaction and flow failure during earthquakes | Geotechnique | 1993 | 1,401 |
10 | The Pore-Pressure Coefficients A and B | Geotechnique | 1954 | 1,347 |
11 | On the compressibility and shear strength of natural clays | Geotechnique | 1990 | 1,341 |
12 | On The Yielding of Soils | Geotechnique | 1958 | 1,166 |
13 | Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry | Geotechnique | 2003 | 1,151 |
14 | A Method of analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces | Geotechnique | 1967 | 1,032 |
15 | Associated and non-associated visco-plasticity and plasticity in soil mechanics | Geotechnique | 1975 | 924 |
16 | Energy foundations and other thermo-active ground structures | Geotechnique | 2006 | 921 |
17 | Numerical simulations of deviatoric shear deformation of granular media | Geotechnique | 2000 | 890 |
18 | Slope stability analysis by strength reduction | Geotechnique | 1999 | 860 |
19 | The thickness of shear bands in granular materials | Geotechnique | 1987 | 832 |
20 | Long-Term Stability of Clay Slopes | Geotechnique | 1964 | 792 |
21 | The general and congruent effects of structure in natural soils and weak rocks | Geotechnique | 1990 | 788 |
22 | The Ultimate Bearing Capacity of Foudations | Geotechnique | 1951 | 757 |
23 | The Influence of Strains in Soil Mechanics | Geotechnique | 1970 | 755 |
24 | Some Aspects of Effective Stress in Saturated and Partly Saturated Soils | Geotechnique | 1963 | 746 |
25 | Cambridge Geotechnical Centrifuge Operations | Geotechnique | 1980 | 723 |
26 | Residual strength of clays in landslides, folded strata and the laboratory | Geotechnique | 1985 | 709 |
27 | Yielding of Clays in States Wetter than Critical | Geotechnique | 1963 | 690 |
28 | Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils | Geotechnique | 2003 | 679 |
29 | On the micromechanics of crushable aggregates | Geotechnique | 1998 | 668 |
30 | A critical state two-surface plasticity model for sands | Geotechnique | 1997 | 664 |
31 | Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings | Geotechnique | 1967 | 656 |
32 | A Method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces | Geotechnique | 1968 | 656 |
33 | Dilatancy for cohesionless soils | Geotechnique | 2000 | 645 |
34 | Analytical study of induced anisotropy in idealized granular materials | Geotechnique | 1989 | 643 |
35 | A unique relationship for χ for the determination of the shear strength of unsaturated soils | Geotechnique | 1998 | 612 |
36 | The Theory of One-Dimensional Consolidation of Saturated Clays | Geotechnique | 1967 | 600 |
37 | An elasto-plastic critical state framework for unsaturated soil | Geotechnique | 1995 | 600 |
38 | Biogeochemical processes and geotechnical applications: progress, opportunities and challenges | Geotechnique | 2013 | 591 |
39 | Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography | Geotechnique | 1996 | 589 |
40 | Permeability tensor for discontinuous rock masses | Geotechnique | 1985 | 576 |
41 | Skin Friction between Various Soils and Construction Materials | Geotechnique | 1961 | 574 |
42 | The drained residual strength of cohesive soils | Geotechnique | 1981 | 572 |
43 | Strength of jointed rock masses | Geotechnique | 1983 | 567 |
44 | Sources of Error in Joint Surveys | Geotechnique | 1965 | 557 |
45 | Evalution of Conefficients of Subgrade Reaction | Geotechnique | 1955 | 549 |
46 | Drained, undrained, consolidating and dynamic behaviour assumptions in soils | Geotechnique | 1980 | 541 |
47 | Particle breakage during shearing of a carbonate sand | Geotechnique | 2004 | 540 |
48 | Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material | Geotechnique | 1990 | 536 |
49 | The limiting pressure on a circular pile loaded laterally in cohesive soil | Geotechnique | 1984 | 524 |
50 | Geotechnical stability analysis | Geotechnique | 2013 | 510 |