Systematic selection of field response measurements for excavation back analysis

[1]  Y. Li,et al.  Geotechnical site investigation for tunneling and underground works by advanced passive surface wave survey , 2019, Tunnelling and Underground Space Technology.

[2]  Kenneth Gavin,et al.  Automatic classification of fine-grained soils using CPT measurements and Artificial Neural Networks , 2018, Adv. Eng. Informatics.

[3]  Ian F. C. Smith,et al.  Comparative study of the effects of three data‐interpretation methodologies on the performance of geotechnical back analysis , 2020, International Journal for Numerical and Analytical Methods in Geomechanics.

[4]  Ian F. C. Smith,et al.  Performance-Driven Measurement System Design for Structural Identification , 2013, J. Comput. Civ. Eng..

[5]  I. Smith,et al.  An efficient inverse analysis procedure for braced excavations considering three-dimensional effects , 2019, Computers and Geotechnics.

[6]  Matteo Pozzi,et al.  Value of information for spatially distributed systems: Application to sensor placement , 2016, Reliab. Eng. Syst. Saf..

[7]  K. Hayashi,et al.  Estimating Spatial Variations in Bedrock Depth and Weathering Degree in Decomposed Granite from Surface Waves , 2017 .

[8]  Akbar A. Javadi,et al.  Intelligent finite element method: An evolutionary approach to constitutive modeling , 2009, Adv. Eng. Informatics.

[9]  Evangelia S. Ieronymaki,et al.  Comparative study of the effects of three tunneling methods on ground movements in stiff clay , 2018 .

[10]  Ian F. C. Smith,et al.  Multimodel Structural Performance Monitoring , 2010 .

[11]  R. B. Rezaur,et al.  Characteristics of residual soils in Singapore as formed by weathering , 2004 .

[12]  Rafał F. Obrzud On the use of the Hardening Soil Small Strain model in geotechnical practice , 2011 .

[13]  Y. Hashash,et al.  Novel Approach to Integration of Numerical Modeling and Field Observations for Deep Excavations , 2006 .

[14]  Kuo-Hsin Yang,et al.  Three-dimensional effects of a deep excavation on wall deflections in loose to medium dense sands , 2016 .

[15]  Ian F. C. Smith,et al.  Optimal Multi-Type Sensor Placement for Structural Identification by Static-Load Testing , 2017, Sensors.

[16]  Z. Šidák Rectangular Confidence Regions for the Means of Multivariate Normal Distributions , 1967 .

[17]  Romain Pasquier,et al.  Measurement system design for civil infrastructure using expected utility , 2017, Adv. Eng. Informatics.

[18]  Y. Hashash,et al.  Three‐dimensional inverse analyses of a deep excavation in Chicago clays , 2011 .

[19]  Michael A. Hicks,et al.  Reduction of slope stability uncertainty based on hydraulic measurement via inverse analysis , 2016 .

[20]  Ian F. C. Smith,et al.  A multi-criteria decision framework to support measurement-system design for bridge load testing , 2019, Adv. Eng. Informatics.

[21]  Carl E. Rasmussen,et al.  Gaussian processes for machine learning , 2005, Adaptive computation and machine learning.

[22]  Nhat-Duc Hoang,et al.  Prediction of soil compression coefficient for urban housing project using novel integration machine learning approach of swarm intelligence and Multi-layer Perceptron Neural Network , 2018, Adv. Eng. Informatics.

[23]  Wengang Zhang,et al.  Multivariate adaptive regression splines for inverse analysis of soil and wall properties in braced excavation , 2017 .

[24]  Lidija Zdravković,et al.  Modelling of a 3D excavation in finite element analysis , 2005 .

[25]  Tao Yin,et al.  A back-analysis method using an intelligent multi-objective optimization for predicting slope deformation induced by excavation , 2018 .

[26]  E. Leong,et al.  Variability of residual soil properties , 2012 .

[27]  Costas Papadimitriou,et al.  Optimal sensor placement methodology for parametric identification of structural systems , 2004 .

[28]  Ian F. C. Smith,et al.  Measurement system design for leak detection in hydraulic pressurized networks , 2017 .

[29]  Richard J. Finno,et al.  Supported Excavations: Observational Method and Inverse Modeling , 2005 .

[30]  Youssef M A Hashash,et al.  Comparison of two inverse analysis techniques for learning deep excavation response , 2010 .

[31]  Daniel C. Kammer Sensor set expansion for modal vibration testing , 2005 .

[32]  Chang-Yu Ou,et al.  Three-Dimensional Finite Element Analysis of Deep Excavations , 1996 .

[33]  Anthony T. C. Goh,et al.  Multivariate adaptive regression splines for analysis of geotechnical engineering systems , 2013 .

[34]  Ian F. C. Smith,et al.  Hierarchical Sensor Placement Using Joint Entropy and the Effect of Modeling Error , 2014, Entropy.

[35]  Chang-Yu Ou,et al.  EVALUATION OF CLAY CONSTITUTIVE MODELS FOR ANALYSIS OF DEEP EXCAVATION UNDER UNDRAINED CONDITIONS , 2010 .

[36]  K. Yuen,et al.  A novel probabilistic method for robust parametric identification and outlier detection , 2012 .

[37]  Ian F. C. Smith,et al.  Configuration of measurement systems using Shannon's entropy function , 2005 .

[38]  Der-Guey Lin,et al.  THREE DIMENSIONAL ANALYSES OF DEEP EXCAVATION IN TAIPEI 101 CONSTRUCTION PROJECT , 2007 .

[39]  Feng Xuan,et al.  The application of a small strain model in excavations , 2009 .

[40]  Gary James Jason,et al.  The Logic of Scientific Discovery , 1988 .

[41]  K. Phoon,et al.  Characterization of Geotechnical Variability , 1999 .

[42]  J. Beck,et al.  Entropy-Based Optimal Sensor Location for Structural Model Updating , 2000 .

[43]  Wengang Zhang,et al.  Updating Soil Parameters Using Spreadsheet Method for Predicting Wall Deflections in Braced Excavations , 2015, Geotechnical and Geological Engineering.

[44]  Ian F. C. Smith,et al.  Adaptive Sampling Methodology for Structural Identification Using Radial-Basis Functions , 2018 .

[45]  Fook Hou Lee,et al.  Application of Large Three-Dimensional Finite-Element Analyses to Practical Problems , 2011 .

[46]  Pieter A. Vermeer,et al.  A small‐strain overlay model , 2009 .

[47]  Guy T. Houlsby,et al.  Finite-element analysis of a deep excavation case history , 2016 .

[48]  I. Smith,et al.  Model-Class Selection Using Clustering and Classification for Structural Identification and Prediction , 2021, J. Comput. Civ. Eng..

[49]  Richard J. Finno,et al.  Three-Dimensional Effects for Supported Excavations in Clay , 2007 .

[50]  I. Alpan,et al.  The geotechnical properties of soils , 1970 .

[51]  Richard J. Finno,et al.  Inverse analysis techniques for parameter identification in simulation of excavation support systems , 2008 .