Rafael Jimenez Rodriguez
www.upm.es
0000-0002-7720-2757
Technical University of Madrid. E.T.S de Ingenieros de Caminos, Canales y Puertos
149 papers found
Refreshing results…
A 3-dimensional linear classifier for long-term probabilistic prediction of rock burst hazard
Efecto de la longitud de túnel sin revestir en la estabilidad del frente
Study of the tunnel face stability considering the free span by means of numerical models and analytical solutions
Tunnel face stability in heterogeneous soils considering partial collapse: the case of Madrid's Metro system
An efficient quasi-Newton approximation-based SORM to estimate the reliability of geotechnical problems
Analytical Bearing Capacity of Strip Footings in Weightless Materials with Power-Law Failure Criteria
Descripción del comportamiento expansivo de un terreno mediante su curva característica presión-hinchamiento
Reliability Analysis of Circular Tunnel Face Stability Obeying Hoek–Brown Failure Criterion Considering Different Distribution Types and Correlation Structures
Caracterización del estado de alteración de una junta mediante su espectro de frecuencias
Updating predictions of time-dependent tunnel convergences based on Bayesian approach
Application of the Stochastic Response Surface Method to the Reliability Analysis of a Circular Tunnel Face Stability Considering a Two-layered Ground
Estimation of deformation modulus of rock masses based on Bayesian model selection and Bayesian updating approach
Sliding stability analysis of gravity dam founded on rock mass with impersistent joint set
Predicting tunnel squeezing with incomplete data using Bayesian networks
System reliability analysis of layered soil slopes using fully specified slip surfaces and genetic algorithms
A tunnel face failure mechanism for layered ground, considering the possibility of partial collapse
On the development of a slope instability index for open-pit mines using an improved systems approach
Análisis del efecto arco en suelos no-cohesivos a partir de modelos numéricos continuos (FLAC) y discretos (PFC2D)
Reliability-based design of stone columns for ground improvement considering two settlement failure modes. The necessity of preloading
Propuesta de algoritmo genético con operadores personalizados para el análisis de la estabilidad de taludes
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