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Challenges in geotechnical design revealed by reliability assessment: Review and future perspectives

Soils and foundations, 2022-06, Vol.62 (3), p.101129, Article 101129

2022

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Development of the Design Codes Grounded on the Performance-Based Design Concept in Japan

SOILS AND FOUNDATIONS, 2010, Vol.50(6), pp.983-1000

2010

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Spatial-temporal prediction of secondary compression using random field theory

Soils and foundations, 2012-02, Vol.52 (1), p.99-113

2012

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Geotechnical probabilistic analysis by collocation-based stochastic response surface method: An Excel add-in implementation

Georisk, 2009-06, Vol.3 (2), p.75-86

2009

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地盤調査法とひずみレベルを考慮した設計用地盤変形係数の推定法

土木学会論文集C（地圏工学）, 2017, Vol.73(4), pp.396-411

2017

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基礎の変位レベルと地盤のひずみレベルを考慮した設計用地盤反力係数の推定法

土木学会論文集C（地圏工学）, 2017, Vol.73(4), pp.412-428

2017

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GEOTECHNICAL RELIABILITY ANALYSIS AND CHALLENGES IN GEOTECHNICAL DESIGN

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2016, Vol.72(4), pp.310-326

2016

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GEOTECHNICAL RELIABILITY ANALYSIS AND CHALLENGES IN GEOTECHNICAL DESIGN

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2016, Vol.72 (4), p.310-326

2016

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Estimation of Subgrade Reaction Coefficient for Horizontally Loaded Piles by Statistical Analyses

SOILS AND FOUNDATIONS, 2005-06, Vol.45 (3), p.51-70

2005

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A SIMPLIFIED SCHEME TO EVALUATE SPATIAL VARIABILITY AND STATISTICAL ESTIMATION ERROR OF LOCAL AVERAGE OF GEOTECHNICAL PARAMETERS IN RELIABILITY ANALYSIS

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2012, Vol.68(1), pp.41-55

2012

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Bayesian updating of a unified soil compression model

Georisk, 2009-06, Vol.3 (2), p.87-96

2009

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Assessment of earthquake insurance rates for the Turkish Catastrophe Insurance Pool

Georisk, 2009-06, Vol.3 (2), p.67-74

2009

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Determination of Partial Factors for a Vertically Loaded Pile Based on Reliability Analysis

Soils and foundations, 2002-10, Vol.42 (5), p.91-109

2002

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Study of time-dependent reliability of old man-made slopes considering model uncertainty

Georisk, 2009-06, Vol.3 (2), p.106-113

2009

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SAFETY OF INFRASTRUCTURES AND RESPONSIBITIY OF ENGINEERS OBSERVED ON CASES BY THE STATE TORT LIABILITY LAW ARTICLE 2

Doboku Gakkai ronbunshū. F, Journal of construction engineering and management, 2010, Vol.66 (1), p.1-13

2010

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CHARACTERIZATION OF MODEL ERROR IN GEOTECHNICAL STRUCTURAL DESIGN

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2014, Vol.70(2), pp.170-185

2014

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DEVELOPMENT OF GEOTECHNICAL RELIABILITY ANALYSIS METHOD BY A SIMPLIFIED PROCEDURE AND ITS APPLICATION TO SHALLOW FOUNDATIONS

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2014, Vol.70(4), pp.372-386

2014

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CHARACTERIZATION OF TRANSFORMATION ERROR IN GEOTECHNICAL STRUCTURAL DESIGN

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2014, Vol.70 (2), p.186-198

2014

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CHARACTERIZATION OF TRANSFORMATION ERROR IN GEOTECHNICAL STRUCTURAL DESIGN

Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2014, Vol.70(2), pp.186-198

2014

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CHARACTERIZATION OF THE DETERIORATION FACTORS OF HARBOR PIERS BASED ON STATISTICAL ANALYSIS

Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 2019, Vol.75 (3), p.311-319

2019

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Determination of Tooth Profile Curves of Variable Rack and Pinion Gears

Advances in Mechanism Design III, p.33-43

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Safety of shallow foundations - Limit State Design according to Eurocode 7 vs. alternative design concepts

Georisk, 2009-06, Vol.3 (2), p.97-105

Lesny, K.

2009

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Matching objective and subjective information in groundwater inverse analysis by Akaike's Bayesian information criterion

Water resources research, 1999-02, Vol.35 (2), p.435-447

1999

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Approximate reliability-based design with general geotechnical models by stochastic simulation

Georisk, 2009-06, Vol.3 (2), p.58-66

2009

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Editorial

Georisk, 2009-06, Vol.3 (2), p.57-57

Honjo, Yusuke

2009

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Challenges in geotechnical design revealed by reliability assessment: Review and future perspectives

Development of the Design Codes Grounded on the Performance-Based Design Concept in Japan

Spatial-temporal prediction of secondary compression using random field theory

Geotechnical probabilistic analysis by collocation-based stochastic response surface method: An Excel add-in implementation

地盤調査法とひずみレベルを考慮した設計用地盤変形係数の推定法

基礎の変位レベルと地盤のひずみレベルを考慮した設計用地盤反力係数の推定法

GEOTECHNICAL RELIABILITY ANALYSIS AND CHALLENGES IN GEOTECHNICAL DESIGN

GEOTECHNICAL RELIABILITY ANALYSIS AND CHALLENGES IN GEOTECHNICAL DESIGN

Estimation of Subgrade Reaction Coefficient for Horizontally Loaded Piles by Statistical Analyses

A SIMPLIFIED SCHEME TO EVALUATE SPATIAL VARIABILITY AND STATISTICAL ESTIMATION ERROR OF LOCAL AVERAGE OF GEOTECHNICAL PARAMETERS IN RELIABILITY ANALYSIS

Bayesian updating of a unified soil compression model

Assessment of earthquake insurance rates for the Turkish Catastrophe Insurance Pool

Determination of Partial Factors for a Vertically Loaded Pile Based on Reliability Analysis

Study of time-dependent reliability of old man-made slopes considering model uncertainty

SAFETY OF INFRASTRUCTURES AND RESPONSIBITIY OF ENGINEERS OBSERVED ON CASES BY THE STATE TORT LIABILITY LAW ARTICLE 2

CHARACTERIZATION OF MODEL ERROR IN GEOTECHNICAL STRUCTURAL DESIGN

DEVELOPMENT OF GEOTECHNICAL RELIABILITY ANALYSIS METHOD BY A SIMPLIFIED PROCEDURE AND ITS APPLICATION TO SHALLOW FOUNDATIONS

CHARACTERIZATION OF TRANSFORMATION ERROR IN GEOTECHNICAL STRUCTURAL DESIGN

CHARACTERIZATION OF TRANSFORMATION ERROR IN GEOTECHNICAL STRUCTURAL DESIGN

CHARACTERIZATION OF THE DETERIORATION FACTORS OF HARBOR PIERS BASED ON STATISTICAL ANALYSIS

Determination of Tooth Profile Curves of Variable Rack and Pinion Gears

Safety of shallow foundations - Limit State Design according to Eurocode 7 vs. alternative design concepts

Matching objective and subjective information in groundwater inverse analysis by Akaike's Bayesian information criterion

Approximate reliability-based design with general geotechnical models by stochastic simulation

Editorial

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