Poul V. Ladep.v. Lade
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(Suggest an Edit or Addition)Poul V. Ladep.v. Lade's Published Works
Number of citations in a given year to any of this author's works
Total number of citations to an author for the works they published in a given year. This highlights publication of the most important work(s) by the author
Published Works
- Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces (1977) (704)
- SIGNIFICANCE OF PARTICLE CRUSHING IN GRANULAR MATERIALS (1996) (631)
- Elastoplastic Stress-Strain Theory for Cohesionless Soil (1975) (578)
- Effects of nonplastic fines on static liquefaction of sands (1997) (410)
- Effects of non-plastic fines on minimum and maximum void ratios of sand (1998) (346)
- CUBICAL TRIAXIAL TESTS ON COHESIONLESS SOIL (1973) (342)
- Static liquefaction of very loose sands (1997) (302)
- Closure of "Static Instability and Liquefaction of Loose Fine Sandy Slopes" (1993) (295)
- STEADY-STATE CONCEPTS AND STATIC LIQUEFACTION OF SILTY SANDS (1998) (277)
- ONE-DIMENSIONAL COMPRESSION OF SANDS AT HIGH PRESSURES. CLOSURE (1996) (217)
- Modelling the elastic behaviour of granular materials (1987) (200)
- DRAINED SAND BEHAVIOR IN AXISYMMETRIC TESTS AT HIGH PRESSURES (1996) (186)
- Influence Zones in Alluvium Over Dip‐Slip Faults (1984) (184)
- Evaluation of Time-Dependent Behavior of Soils (2004) (183)
- Initiation of static instability in the submarine Nerlerk berm (1993) (180)
- SINGLE HARDENING CONSTITUTIVE MODEL FOR FUNCTIONAL MATERIALS. 1: PLASTIC POTENTIAL FUNCTION (1988) (169)
- Single hardening constitutive model for frictional materials II. Yield critirion and plastic work contours (1988) (167)
- THE CONCEPT OF EFFECTIVE STRESS FOR SOIL, CONCRETE AND ROCK (1997) (163)
- Shear Banding in True Triaxial Tests and Its Effect on Failure in Sand (2001) (161)
- Characterization of Models for Time-Dependent Behavior of Soils (2004) (158)
- Cementation Effects in Frictional Materials (1989) (151)
- Nonassociated Flow and Stability of Granular Materials (1987) (138)
- INSTABILITY OF GRANULAR MATERIALS WITH NONASSOCIATED FLOW (1988) (134)
- Instability and Plastic Flow of Soils. I: Experimental Observations (1990) (132)
- THREE-DIMENSIONAL BEHAVIOR OF SAND WITH ANISOTROPIC FABRIC (1983) (131)
- Experimental Study of Drained Creep Behavior of Sand (1998) (126)
- Modelling rock strength in three dimensions (1984) (120)
- SINGLE HARDENING CONSTITUTIVE MODEL FOR SOIL, ROCK AND CONCRETE (1995) (114)
- Anisotropic three-dimensional behavior of a normally consolidated clay (1993) (113)
- Undrained Sand Behavior in Axisymmetric Tests at High Pressures (1996) (109)
- Effects of Cross Anisotropy on Three-Dimensional Behavior of Sand. I: Stress-Strain Behavior and Shear Banding (2003) (108)
- Single hardening constitutive model for frictional materials III. Comparisons with experimental data (1988) (104)
- Effect of depositional method on the undrained response of silty sand (2008) (100)
- Strain Rate, Creep, and Stress Drop-Creep Experiments on Crushed Coral Sand (2009) (97)
- Multiple Failure Surfaces Over Dip-Slip Faults (1984) (95)
- Membrane Penetration Effects in Undrained Tests (1977) (92)
- Instability, shear banding, and failure in granular materials (2002) (90)
- Effects of stress rotation and changes of b-values on cross-anisotropic behavior of natural, K0-consolidated soft clay (2000) (86)
- Shear banding and cross-anisotropic behavior observed in laboratory sand tests with stress rotation (2008) (85)
- Time Effects Relate to Crushing in Sand (2010) (83)
- Three-Parameter Failure Criterion for Concrete (1982) (80)
- Characterization of failure in cross-anisotropic soils (2004) (80)
- Failure Criterion for Cross-Anisotropic Soils (2008) (79)
- Assessment of test data for selection of 3‐D failure criterion for sand (2006) (76)
- Three-Dimensional Behavior of Remolded Clay (1978) (76)
- Overview of Constitutive Models for Soils (2005) (75)
- ANALYSIS OF SHEAR BANDING IN TRUE TRIAXIAL TESTS ON SAND (2001) (73)
- The mechanics of surficial failure in soil slopes (2010) (71)
- Anisotropy of normally consolidated San Francisco Bay Mud (1991) (70)
- Effect of depositional method on the microstructure of silty sand (2008) (70)
- Evaluation of static liquefaction potential of silty sand slopes (2011) (69)
- Effect of Strain Rate on the Stress-Strain Behavior of Sand (2011) (68)
- Modeling failure in cross-anisotropic frictional materials (2007) (67)
- Effects of Particle Crushing in Stress Drop-Relaxation Experiments on Crushed Coral Sand (2010) (65)
- Single hardening constitutive model for frictional materials (1988) (64)
- Shear Band Formation in Triaxial and Plane Strain Tests (1988) (64)
- Relative density effects on drained sand behavior at high pressures (2005) (63)
- Effects of Principal Stress Directions on 3D Failure Conditions in Cross-Anisotropic Sand (2014) (58)
- Effects of Cross Anisotropy on Three-Dimensional Behavior of Sand. II: Volume Change Behavior and Failure (2003) (58)
- STATIC INSTABILITY AND LIQUEFACTION OF LOOSE FINE SANDY SLOPES: DISCUSSION: CLOSURE (1993) (57)
- STATIC FATIGUE CONTROLS PARTICLE CRUSHING AND TIME EFFECTS IN GRANULAR MATERIALS (2010) (57)
- Physics and mechanics of soil liquefaction (1999) (52)
- Instability and liquefaction of granular materials (1994) (47)
- CREEP EFFECTS ON STATIC AND CYCLIC INSTABILITY OF GRANULAR SOILS (1994) (46)
- CHARACTERIZATION OF CROSS-ANISOTROPIC SOIL DEPOSITS FROM ISOTROPIC COMPRESSION TESTS (2005) (46)
- Experiments and modelling of silty sands susceptible to static liquefaction (1999) (45)
- Triaxial Testing of Soils: Lade/Triaxial Testing of Soils (2016) (45)
- Closure of "Single-Hardening Model with Application to NC Clay" (1990) (43)
- Stress-Path Independent Behavior of Cohesionless Soil (1976) (43)
- Cubical Triaxial Apparatus for Soil Testing (1978) (43)
- Effects of voids and volume changes on the behaviour of frictional materials (1988) (41)
- Analysis and prediction of shear banding under 3D conditions in granular materials (2003) (39)
- Modelling the strengths of engineering materials in three dimensions (1997) (37)
- Torsion Shear Apparatus for Soil Testing (1981) (36)
- A Study of the Phase Transformation and the Characteristic Lines of Sand Behaviour (1997) (35)
- Rotational kinematic hardening model for sand. Part I concept of rotating yield and plastic potential surfaces (1997) (35)
- Interpretation of strains in torsion shear tests (2009) (34)
- Influence of time effects on instability of granular materials (1997) (33)
- SOFTENING AND PRESHEARING EFFECTS IN SAND (1995) (33)
- True Triaxial Tests on Cross-Anisotropic Deposits of Fine Nevada Sand (2013) (31)
- Strain Localization in Extension Tests on Granular Materials (1995) (29)
- Effects of Principal Stress Directions and Mean Normal Stress on Failure Criterion for Cross-Anisotropic Sand (2013) (29)
- Three-dimensional drained behavior of normally consolidated anisotropic kaolin clay (2012) (28)
- Experimental observations of stability, instability, and shear planes in granular materials (1989) (28)
- Instability and Plastic Flow of Soils. II: Analytical Investigation (1990) (28)
- Effects of fines content on void ratio, compressibility, and static liquefaction of silty sand (2009) (28)
- Incrementalization procedure for elasto-plastic constitutive model with multiple, intersecting yield surfaces (1984) (27)
- Instability of granular materials at high pressures (1997) (27)
- Stress-strain theory for normally consolidated clay (1980) (27)
- Rotation of Principal Directions in K0‐Consolidated Clay (1987) (26)
- Stress relaxation behavior in Virginia Beach sand (2015) (26)
- Instability of dilating sand (1993) (25)
- Experimental Study and Analysis of Creep and Stress Relaxation in Granular Materials (2007) (25)
- The role of cementation in the behaviour of cemented soils (2014) (24)
- Elasto-plastic behavior of K0-consolidated clay in torsion shear tests. (1989) (24)
- AN EXPERIMENTAL STUDY OF THE MECHANICS OF TWO WEAKLY CEMENTED SOILS (2003) (23)
- Non-coaxiality of strain increment and stress directions in cross-anisotropic sand (2014) (22)
- Modeling Cross Anisotropy in Granular Materials (2007) (22)
- Triaxial Testing of Soils (2016) (21)
- Torsion shear tests on cohesionless soil (1975) (21)
- Strain Increment and Stress Directions in Torsion Shear Tests (1989) (21)
- Effects of height-to-diameter ratio in triaxial specimens on the behavior of cross-anisotropic sand (1988) (20)
- The Role of the Characteristic Line in Static Soil Behavior (1998) (19)
- Failure, instability, and the second work increment in loose silty sand (2011) (19)
- EFFECTS OF INITIAL DENSITY ON SOIL INSTABILITY AT HIGH PRESSURES (1997) (18)
- Inverse analysis-based interpretation of sand behavior from triaxial compression tests subjected to full end restraint. (2009) (17)
- Stress drop effects in time dependent behavior of quartz sand (2016) (16)
- Cubical triaxial tests on cohesionless soil : 10F, 32R J. SOIL MECH. FOUND. DIV. V99, SM10, 1973, P793–812 (1974) (15)
- Single Hardening Model for Soils: Parameter Determination and Typical Values (2005) (14)
- ROTATIONAL KINEMATIC HARDENING MODEL FOR SAND. PART II CHARACTERISTIC WORK HARDENING LAW AND PREDICTIONS (1997) (14)
- Comparison of True Triaxial and Hollow Cylinder Tests on Cross-Anisotropic Sand Specimens (2014) (13)
- Closure to “Significance of Particle Crushing in Granular Materials” by Poul V. Lade, Jerry A. Yamamuro, and Paul A. Bopp (1997) (13)
- Shear Banding in Torsion Shear Tests on Cross-Anisotropic Deposits of Fine Nevada Sand (2014) (12)
- Estimating Parameters from a Single Test for the Three-Dimensional Failure Criterion for Frictional Materials (2014) (11)
- Engineering Properties of Soils and Typical Correlations (2001) (11)
- Static Fatigue Produces Time Effects in Granular Materials (2010) (10)
- Residual Shear Strengths of Bentonites on Palos Verdes Peninsula, California (2000) (9)
- Experimental Evidence of Truly Elastic Behavior of Artificial Sandstone Inside the Cementation Yield Surface (2014) (9)
- Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska (1988) (9)
- Advances in Measurement and Modeling of Soil Behavior (2007) (9)
- Stability of Granular Materials in Postpeak Softening Regime (1993) (8)
- Reply to the discussion by Jefferies, Been, and Olivera on "Evaluation of static liquefaction potential of silty sand slopes" 1 (2012) (8)
- Instability and failure of soils with nonassociated flow (1991) (8)
- Drained and Undrained Strengths of Sand in Axisymmetric Tests at High Pressures (2006) (7)
- On Colles’ Fracture: An Experimental Study Involving Structural and Material Testing (2008) (7)
- Prediction of Undrained Behavior of Sand (1978) (7)
- Characterization of the mechanical behavior of sea ice as a frictional material (2002) (7)
- Instability of granular materials (2018) (7)
- Method for Uniform Strain Extension Tests on Sand (2012) (7)
- Effects of Consolidation Stress State on Normally Consolidated Clay (2000) (7)
- Evaluation of Practical Procedure for Compaction Density and Unit Weight of Rockfill Material (2009) (6)
- Rotational kinematic hardening model for three‐dimensional stress reversals in sand (2009) (6)
- Predictions of large stress reversals in true triaxial tests on cross‐anisotropic sand (2009) (5)
- Elasto-Plastic Stress-Strain Model for Sand (1981) (5)
- The Expansion Index Test (1981) (5)
- Effect of Slenderness Ratio on Shear Banding in True Triaxial Tests on Sand (2002) (5)
- Micromechanical Behavior of Frictional Geologic Materials (1988) (5)
- Static Liquefaction and "Reverse" Behavior of Silty Sand (2012) (4)
- Large stress reversals in true triaxial tests on cross‐anisotropic sand (2009) (4)
- Geomechanics II : Testing, Modeling, and Simulation (2006) (4)
- Soil Drying by Microwave Oven (1976) (4)
- Modeling creep behavior of granular materials (2001) (4)
- Stability and Instability of Granular Materials under Imposed Volume Changes: Experiments and Predictions (2014) (4)
- Kinematic hardening predictions of large stress-reversals in 3-D test on loose sand (2009) (4)
- Creep, stress relaxation, and rate effects in sand. (2009) (3)
- Performance and Suitability of Radial Drainage Materials in Axisymmetric Testing of Clayey Soils at High Confining Pressures (2012) (3)
- Effects of Stiff and Flexible Boundary Conditions in Triaxial Extension Tests on Cross-anisotropic Sand Behavior (2012) (3)
- Instability of sand under applied shear stresses : Proc 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, 13–18 August 1989 V1, P743–748. Publ Rotterdam: A A Balkema, 1989 (1991) (3)
- Shear Banding in Cross-Anisotropic Sand Tests with Stress Rotation (2011) (3)
- Experiments in hydraulic rock cutting (1975) (3)
- The Strength and Deformation Characteristics of Sand Beneath Vertical Breakwaters Subjected to Wave Loading (1998) (2)
- Evaluation of Kinematic Hardening Concepts for Modeling Large Stress. Reversals and Cross-Anisotropy in Soils (2002) (2)
- Modeling Sea Ice as an Elasto-Plastic Frictional Material (2001) (2)
- Examination of models for time dependent behavior of soils (2002) (2)
- Static liquefaction of very loose sands: Reply (1999) (2)
- Effects of Nonuniform Stresses and Strains on Measured Characteristic States (1999) (2)
- Observed time dependent behavior of soils (2002) (2)
- Basic Soil Mechanics (2001) (1)
- Corrections to Measurements (2016) (1)
- Time Effects Relate to Particle Crushing in Granular Materials (2013) (1)
- Time effects in granular materials: From micro to macro behavior (2014) (1)
- A GENERAL FAILURE CRITERION AND STRESS-STRAIN RELATION FOR GRANULAR MATERIALS TO METALS (1992) (1)
- Model and parameters for the elastic behaviour of soils (2017) (1)
- Preparation of Triaxial Specimens (2016) (1)
- Membrane Penetration in Granular Materials at High Pressures (1997) (1)
- Advanced triaxial testing of soils (1986) (1)
- Temporary stability of steep, noncemented and lightly cemented soil slopes (2015) (1)
- Analysis of Submarine Flow Slides in Fine Silty Sand (2012) (1)
- Discussion of "Single-Hardening Model with Application to NC Clay" (1992) (1)
- COMPARISON OF SINGLE AND DOUBLE HARDENING CONSTITUTIVE MODELS FOR FRICTIONAL MATERIALS. NUMERICAL MODELS IN GEOMECHANICS. NUMOG III. PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM HELD AT NIAGARA FALLS, CANADA, 8-11 MAY 1989 (1989) (1)
- Three-Dimensional Failure in Geomaterials: Experimentation and Modeling (2013) (1)
- Experiments and Modeling of High Strain Rate Effects in Sands and Clays. (1999) (1)
- Influence of Creep on Static and Cyclic Instability of Granular Soils (1993) (1)
- Special Tests and Test Considerations (2016) (1)
- Static and cyclic liquefaction of silty sands (2018) (1)
- Geomechanics II : testing, modeling, and simulation : proceedings of the second Japan-U.S. Workshop on Testing, Modeling, and Simulation, September 8-10, 2005, Kyoto, Japan (2006) (0)
- Thank You to Peer Reviewers. (2022) (0)
- Computations and Presentation of Test Results (2016) (0)
- Closure of "Nonassociated Flow and Stability of Granular Materials" (1989) (0)
- Geotechnical Laboratory Measurements for Engineers (2010) (0)
- Tests with Three Unequal Principal Stresses (2016) (0)
- Experimental Study of Factors Controlling Instability of Frictional Materials. (1997) (0)
- On the Development of Constitutive Relations for Plain and Reinforced Concrete. (1982) (0)
- PLASTIC FLOW AND STABILITY OF GRANULAR MATERIALS. NUMERICAL MODELS IN GEOMECHANICS. NUMOG III. PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM HELD AT NIAGARA FALLS, CANADA, 8-11 MAY 1989 (1989) (0)
- Instrumentation, Measurements, and Control (2016) (0)
- Testing Stage II: Shearing (2016) (0)
- APPLICATION OF FINITE ELEMENT METHOD TO PULLOUT RESISTANCE OF BURIED ANCHOR (1984) (0)
- Closure to “One-Dimensional Compression of Sands at High Pressures” by Jerry A. Yamamuro, Paul A. Bopp, and Poul V. Lade (1997) (0)
- Mechanics of Instability of Sand at High Pressures (2006) (0)
- Mechanistic picture of time effects in granular materials (2009) (0)
- Constitutive Models: Tools for Advanced Analysis of Geotechnical Problems (2010) (0)
- Testing Stage II (2016) (0)
- Kinematic hardening model predictions of sand behavior under large three-dimensional stress reversals (2004) (0)
- Study of the capabilities of six advanced soil models to predict responses to complex strain paths typical of explosively-induced ground motion. Technical report, 30 April-31 December 1982 (1983) (0)
- Strength of Cohesive-Frictional Materials (2000) (0)
- Principles of Triaxial Testing (2016) (0)
- Appendix A: Manufacturing of Latex Rubber Membranes (2016) (0)
- Appendix B: Design of Diaphragm Load Cells (2016) (0)
- Time Effects in Soils (2002) (0)
- The Effective Stress Path for Soil at High Pressure (1992) (0)
- Effects of shear banding on three-dimensional failure conditions for soils (2020) (0)
- Instability of Slopes with Nonassociated Flow (1992) (0)
- Analysis and Prediction of Shear Banding under 3D Conditions in Granular Materials (IS-LYON 2003「地盤材料の変形特性」特集号) (2003) (0)
- Geotechnical and geoenvironmental engineering handbook (2001) (0)
- Presentation of Stress Points in the Customised Octahedral Plane (1999) (0)
- Effects of Shear Banding on Failure under 3-Dimensional Conditions (2000) (0)
- Experimental Study of Nonassociated Flow and Instability of Frictional Materials. Attachment No. 1 (1993) (0)
- The SEAGS & AGSSEA Journal- Geotechnical Engineering is happy to announce the call-for-paper on "Offshore and Coastal Geotechnics" for a (2012) (0)
- Predictions of Stress-Strain Behavior for Ottawa Sand (1981) (0)
- Undrained Strength of NC Clay Under 3-D Conditions (1991) (0)
- INSTABILITY OF SAND IN THE PRE-FAILURE HARDENING REGIME (1995) (0)
- Closure to “Analysis of Shear Banding in True Triaxial Tests on Sand” by Poul V. Lade and Qiong Wang (2003) (0)
- Limitations of Kinematic Hardening for Modeling Soil Behavior (2005) (0)
- Geotechnical Special Publication: Foreword (2005) (0)
- Three-dimensional behaviour and parameter evaluation of an elastoplastic soil model (2021) (0)
- Stress-Strain Behavior and Constitutive Modeling of Soils (2000) (0)
- Closure to “Drained Sand Behavior in Axisymmetric Tests at High Pressures” by Jerry A. Yamamuro and Poul V. Lade (1997) (0)
- Closure of "One-Dimensional Compression of Sands at High Pressures" (1997) (0)
- ONE-DIMENSIONAL COMPRESSION OF SANDS AT HIGH PRESSURES. DISCUSSIONS (1997) (0)
- Factors affecting three-dimensional failure in soils (2007) (0)
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