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Computers and Geotechnics, ISSN 0266-352X, 05/2017, Volume 85, p. 186
This paper presents an efficient Bayesian back-analysis procedure for braced excavations using wall deflection data at multiple points. Response surfaces... 
Case histories | Parameters | Deflection | Methodology | Probability theory | Probability | Surfaces | Excavation | Soil improvement | Dredging | Probabilistic methods | Data | Response surfaces | Finite element method | Soils | Finite element analysis | Environmental monitoring | Bayesian analysis
Journal Article
Computers and Geotechnics, ISSN 0266-352X, 08/2018, Volume 100, p. 135
Journal Article
Computers and Geotechnics, ISSN 0266-352X, 05/2017, Volume 85, pp. 186 - 198
Journal Article
Engineering Geology, ISSN 0013-7952, 01/2019, Volume 248, pp. 242 - 255
A correlation of creep index ( ) with high performance is highly recommended for soft clay engineering practice. Current empirical correlations are only... 
Atterberg limits | Soft clays | Creep | Model selection | Evolutionary polynomial regression | Optimization
Journal Article
Engineering Geology, ISSN 0013-7952, 01/2019, Volume 248, p. 242
Journal Article
Journal of Hydrology, ISSN 0022-1694, 11/2016, Volume 542, pp. 731 - 743
Journal Article
Journal of Geotechnical and Geoenvironmental Engineering, ISSN 1090-0241, 09/2009, Volume 135, Issue 9, pp. 1198 - 1208
Grouted soil nails are widely used in slope stabilization. The influence of both grouting pressure and overburden stress on the soil-nail pullout interface... 
TECHNICAL PAPERS | Slopes | Soils | Grouting | Pullout | Shear stress | Soil nailing | Cements | Stress | ENGINEERING, GEOLOGICAL | GEOSCIENCES, MULTIDISCIPLINARY | PULL-OUT RESISTANCE | Measurement | Shear (Mechanics) | Geotechnology | Cement | Mechanical properties | Slopes (Physical geography) | Research | Structure | Methods
Journal Article
Ocean Engineering, ISSN 0029-8018, 04/2018, Volume 154, pp. 416 - 429
The estimation of the bearing capacity of driven piles of offshore platform in easily crushable sand is a big issue due to the difficulty of parameter... 
Sand | Grain breakage | Pile penetration | Parameter identification | Genetic algorithm | Optimization | STATE | CONSTITUTIVE MODEL | IDENTIFICATION | SOIL PARAMETERS | PARTICLE BREAKAGE | ENGINEERING, CIVIL | ENGINEERING, MARINE | ENGINEERING, OCEAN | EULERIAN-LAGRANGIAN APPROACH | OCEANOGRAPHY | STRESS | GRANULAR-MATERIALS | HARDENING MODEL | DRIVEN PILES
Journal Article
Computers and Geotechnics, ISSN 0266-352X, 08/2018, Volume 100, pp. 135 - 143
Journal Article
Reliability Engineering & System Safety, ISSN 0951-8320, 01/2018, Volume 169, p. 40
The aim of this paper is to present a novel attempt for parametric estimation in the hydrostatic-season-time (HST) model. The empirical HST-model has been... 
Parameter estimation | Dams | Deformation | Fluid dynamics | Decision making | Dam engineering | Embankment dams | Water temperature | Empirical analysis | Studies | Outliers (statistics) | Water levels | Risk assessment | Air temperature | Dam safety | Rockfill dams | Reliability | Bayesian analysis | Model updating
Journal Article
Journal of Engineering Mechanics, ISSN 0733-9399, 01/2018, Volume 144, Issue 1
Journal Article
Engineering Geology, ISSN 0013-7952, 09/2014, Volume 179, pp. 1 - 9
Journal Article
International Journal of Geomechanics, ISSN 1532-3641, 04/2014, Volume 14, Issue 2, pp. 291 - 301
Journal Article
Journal of Materials in Civil Engineering, ISSN 0899-1561, 02/2019, Volume 31, Issue 2, p. 4018389
Journal Article
Reliability Engineering and System Safety, ISSN 0951-8320, 01/2018, Volume 169, pp. 40 - 50
The aim of this paper is to present a novel attempt for parametric estimation in the hydrostatic-season-time (HST) model. The empirical HST-model has been... 
Multiple linear regression | Rock-fill embankment dam | Bayesian model class selection | Model class selection | Geodetic observations | Hydrostatic-season-time model | OPERATIONS RESEARCH & MANAGEMENT SCIENCE | RELIABILITY | HUMAN RISKS | ENGINEERING, INDUSTRIAL | Usage | Models | Analysis | Green technology
Journal Article
Engineering Applications of Artificial Intelligence, ISSN 0952-1976, 02/2019, Volume 78, pp. 102 - 123
Journal Article
Measurement, ISSN 0263-2241, 11/2016, Volume 93, pp. 351 - 358
Compressive strength and direct shear testing parameters on unsaturated soil are often used in analysis and design of several geotechnical infrastructures.... 
Shear strength | Unconfined compression strength | Matric suction | Unsaturated soil | Net normal stress | SOILS | INSTRUMENTS & INSTRUMENTATION | STRESS STATE | ENGINEERING, MULTIDISCIPLINARY | VARIABLES | SUCTION | Measurement | Silt | Soil structure | Soil moisture | Analysis | Green technology
Journal Article
Environmental Geotechnics, ISSN 2051-803X, 03/2019, pp. 1 - 8
Journal Article
Measurement, ISSN 0263-2241, 12/2016, Volume 94, pp. 531 - 537
The practical application of determination of the soil water retention curves (SWRC) is in seepage modelling in unsaturated soil. The models based on the... 
SWRC | Initial water content | Soil density | Soil suction | RETENTION | PERFORMANCE | BEHAVIOR | CHARACTERISTIC CURVES | ARTIFICIAL NEURAL-NETWORK | INSTRUMENTS & INSTRUMENTATION | ENGINEERING, MULTIDISCIPLINARY | PREDICT | SOIL | Specific gravity | Analysis
Journal Article
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