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Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 08/2015, Volume 75, pp. 199 - 210
The high-cycle accumulation (HCA) model for sand proposed by Niemunis et al. (2005) [16] has been developed based on numerous drained cyclic triaxial tests... 
High-cycle accumulation (HCA) model | Quartz sand | Long-term cyclic triaxial tests | 2 million cycles | CALIBRATION | SAND | DESIGN | GEOSCIENCES, MULTIDISCIPLINARY | TRIAXIAL TESTS | ENGINEERING, GEOLOGICAL | LOADS | Correlation | Sand | Earthquake engineering | Inspection | Mathematical models | Calibration | Grain size distribution | Strain
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 2009, Volume 29, Issue 1, pp. 155 - 172
The experimental and phenomenological investigation of the elasto-plastic long-term behavior of soils under dynamic loading is an important contribution for... 
Low-level vibration | Cyclic triaxial test | Granular soil | Long-term behavior | Strain accumulation | SAND | GEOSCIENCES, MULTIDISCIPLINARY | ENGINEERING, GEOLOGICAL | SETTLEMENT | DEFORMATION | Soils | Analysis | Vibration
Journal Article
Construction and Building Materials, ISSN 0950-0618, 05/2019, Volume 208, pp. 421 - 426
Journal Article
Zhongguo Tiedao Kexue/China Railway Science, ISSN 1001-4632, 05/2016, Volume 37, Issue 3, pp. 61 - 67
Journal Article
Springer Series in Geomechanics and Geoengineering, ISSN 1866-8755, 2018, Issue 216849, pp. 1656 - 1659
Journal Article
Cold Regions Science and Technology, ISSN 0165-232X, 09/2018, Volume 153, pp. 156 - 163
An interesting and common feature of frozen silty clay cyclic behavior is that the accumulation of shear strain is not significant after a critical number of... 
Accumulated plastic strain | Long-term cyclic loading | Dilatancy behavior | Frozen soils | SAND | STRENGTH | CONSTITUTIVE MODEL | PRESSURE | ENGINEERING, CIVIL | GEOSCIENCES, MULTIDISCIPLINARY | ENGINEERING, ENVIRONMENTAL | STRESS-DILATANCY | MECHANICAL-BEHAVIOR | Silt | Analysis
Journal Article
Ocean Engineering, ISSN 0029-8018, 02/2018, Volume 149, pp. 194 - 204
Long-term cyclic loads with a stress level lower than the critical cyclic stress applied on soft soil can lead to soil deformation but not to failure. The... 
Long-term low cyclic loads | Soft soil | Empirical model | Cumulative plastic strain | TESTS | BOUNDING-SURFACE PLASTICITY | BEHAVIOR | BEARING CAPACITY | STRENGTH | DEFORMATION CHARACTERISTICS | PRESSURE | ENGINEERING, CIVIL | ENGINEERING, MARINE | ENGINEERING, OCEAN | OCEANOGRAPHY | SETTLEMENT
Journal Article
Ocean Engineering, ISSN 0029-8018, 02/2018, Volume 150, pp. 60 - 68
Long-term low cyclic loads are often encountered in marine environment, but the cyclic behavior of soil under this loading condition is rarely studied.... 
Long-term low cyclic loads | Soft marine clay | Undrained pore pressure | Prediction model | TESTS | SUBSOIL | MODEL | ENGINEERING, CIVIL | ENGINEERING, MARINE | ENGINEERING, OCEAN | OCEANOGRAPHY | DEGRADATION | SETTLEMENT | CUMULATIVE PLASTIC-DEFORMATION | STRESS | STRAIN
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 04/2018, Volume 107, pp. 279 - 291
To investigate the undrained cyclic behaviour of peaty organic soil under long-term cyclic loading, a series of undrained cyclic triaxial compression tests was... 
Viscous nature | Peaty organic soil | Accumulative deformation | Long-term cyclic loading | Soil structure | SHEAR-STRENGTH | COMPRESSION BEHAVIOR | MARINE CLAY | DEFORMATION | CONSOLIDATION | GEOSCIENCES, MULTIDISCIPLINARY | SLOUGH | ENGINEERING, GEOLOGICAL | Rock mechanics | Geotechnology | Analysis
Journal Article
Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering, 2009, Volume 1, pp. 76 - 79
Conference Proceeding
International Journal for Numerical and Analytical Methods in Geomechanics, ISSN 0363-9061, 02/2010, Volume 34, Issue 3, pp. 273 - 296
Journal Article
SOILS AND FOUNDATIONS, ISSN 0038-0806, 12/2010, Volume 50, Issue 6, pp. 847 - 860
Journal Article
BAUTECHNIK, ISSN 0932-8351, 02/2019, Volume 96, Issue 2, pp. 160 - 175
Validation of a high-cycle accumulation model based on element tests, model tests and measurements at real buildings The paper summarizes longtime experimental... 
CALIBRATION | field tests | DESIGN | high-cyclic loading | accumulation model | PILES | laboratory tests | DRIVEN | PREDICTION | sand | model tests | ENGINEERING, CIVIL | LONG-TERM DEFORMATIONS | FOUNDATIONS | validation
Journal Article
Tiedao Xuebao/Journal of the China Railway Society, ISSN 1001-8360, 09/2012, Volume 34, Issue 9, pp. 87 - 92
A series of undrained cyclic triaxial loading tests of the 4th saturated soft clay stratum in the Shanghai area were performed under the confining and... 
Long-term settlement | Cyclic tri-axial test | Cyclic accumulative pore pressure | Fatigue (materials) | Soft clay | Mathematical models | Porosity | Confining | Plastic deformation | Soil (material) | Settlements
Journal Article
Construction and Building Materials, ISSN 0950-0618, 10/2016, Volume 124, pp. 199 - 207
Journal Article
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