☆ 4.7 Article

Optimal borehole placement for the design of rectangular shallow foundation systems under undrained soil conditions: A stochastic framework

RELIABILITY ENGINEERING & SYSTEM SAFETY (2024)

相关参考文献

注意：仅列出部分参考文献，下载原文获取全部文献信息。

Article Computer Science, Interdisciplinary Applications

Optimization of site investigation program for reliability assessment of undrained slope using Spearman rank correlation coefficient

Liang Zhang et al.

Summary: This paper presents a scheme based on Spearman rank correlation coefficient to optimize site investigation in slope design, optimizing the locations and total number of boreholes. Conditional random field simulations are performed to consider the effect of borehole data on the estimation of soil property distribution. The proposed method is effective in accurately estimating slope characteristics and improving the ability to withstand risks.

COMPUTERS AND GEOTECHNICS (2023)

添加到收藏夹

Article Engineering, Industrial

A hybrid data-driven model for geotechnical reliability analysis

Wenli Liu et al.

Summary: This study proposes a hybrid data-driven model that effectively and accurately quantifies the risks of tunnel-induced ground settlement under uncertain parameters in complex geological conditions, by considering prior domain knowledge. The model incorporates a deep neural network for ground settlement prediction, physical knowledge, and a Markov-chain-based importance sampling for settlement reliability analysis. Evaluation using the San-yang Road tunnel project in Wuhan, China, demonstrates the model's ability to accurately predict tunnel-induced ground settlement and quantify failure probability for geotechnical reliability under uncertain parameters.

RELIABILITY ENGINEERING & SYSTEM SAFETY (2023)

添加到收藏夹

Article Engineering, Industrial

Improved resistance prediction and reliability for bridge pile foundation in shales through optimal site investigation plans

Opeyemi E. Oluwatuyi et al.

Summary: This study developed an optimal site investigation plan to minimize geological and ground uncertainties in pile design, improve efficiency, and enhance economic benefits. The proposed method integrates the plan with static analysis, improving the quality of geomaterial information used in pile resistance prediction. The effectiveness of the method was demonstrated through load tests, reducing prediction errors and increasing resistance factors for redundant piles, resulting in significant cost savings.

RELIABILITY ENGINEERING & SYSTEM SAFETY (2023)

添加到收藏夹

Article Engineering, Industrial

An efficient variable selection-based Kriging model method for the reliability analysis of slopes with spatially variable soils

Jiayi Ding et al.

Summary: This paper proposes an efficient variable selection-based Kriging model method to approximate the finite element analysis model in reliability analysis of slopes. The variable selection technique successfully solves the curse of dimensionality problem within Kriging model induced by numerous random variables. The implementation procedure of this method for the reliability analysis of slopes is introduced in detail, and the validity is demonstrated through examples.

RELIABILITY ENGINEERING & SYSTEM SAFETY (2023)

添加到收藏夹

Article Engineering, Industrial

Seismic performance assessment of a sea-crossing cable-stayed bridge system considering soil spatial variability

Chao Li et al.

Summary: This study investigates the impact of soil spatial variability on the seismic performance of sea-crossing cable-stayed bridges. The study develops uncertain sites considering soil spatial variability using random field theory and Latin Hypercube Sampling technique. A refined 3D finite element model is created to simulate the spatially varying seafloor seismic motions with soil uncertainties. The results reveal that soil spatial variability significantly influences the seismic responses of the bridges and neglecting it underestimates the seismic fragility of components and the system.

RELIABILITY ENGINEERING & SYSTEM SAFETY (2023)

添加到收藏夹

Article Engineering, Geological

Performance assessment of borehole arrangements for the design of rectangular shallow foundation systems

Marcin Chwała et al.

Journal of Rock Mechanics and Geotechnical Engineering (2023)

添加到收藏夹

Article Engineering, Geological

Optimal geotechnical site investigations for slope reliability assessment considering measurement errors

Rui Yang et al.

Summary: This study investigates the effects of measurement errors on the optimal number of site investigation tests and methods. The results show that increasing the number of tests reduces the risk, and the optimal number can be determined by balancing the risk and the cost.

ENGINEERING GEOLOGY (2022)

添加到收藏夹

Article Engineering, Mechanical

Asymptotic Bayesian Optimization: A Markov sampling-based framework for design optimization

D. J. Jerez et al.

Summary: This paper introduces an Asymptotic Bayesian Optimization framework based on Markov sampling for solving constrained design optimization problems. The approach converts the optimization problem into a unified two-phase sample generation problem and suggests adaptive proposal distributions for continuous and discrete design variables. Results show that the scheme is flexible, efficient, and competitive for solving a wide range of classical and complex engineering design problems.

PROBABILISTIC ENGINEERING MECHANICS (2022)

添加到收藏夹

Article Engineering, Geological

Spatially variable soils affecting geotechnical strip foundation design

Joanna Pieczynska-Kozlowska et al.

Summary: This study utilizes the random finite element method (RFEM) to calculate the bearing capacity of shallow foundations and analyzes the results under undrained and drained conditions. The findings show that increasing the ratio of foundation dimension to fluctuation scale (B/delta) can reduce the uncertainty of bearing capacity and increase its mean value under drained conditions. Conversely, under undrained conditions, the autocorrelation function strongly affects the mean value of bearing capacity.

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING (2022)

添加到收藏夹

Article Engineering, Civil

Effects of Soil Test Variability in the Bearing Capacity of Shallow Foundations

Cristhian Camilo Mendoza Bolanos et al.

Summary: This study investigated the influence of variability in geotechnical parameters on the bearing capacity of shallow foundations, using finite element models and Monte Carlo simulations. The results emphasized the importance of shear strength and compression parameters in determining bearing capacity, and highlighted key tests needed for better understanding and prediction of foundation behavior. Additionally, an analysis of exceedance probability of load capacity was conducted.

TRANSPORTATION INFRASTRUCTURE GEOTECHNOLOGY (2022)

添加到收藏夹

Article Engineering, Geological

Adaptive sampling strategy for characterizing spatial distribution of soil liquefaction potential using cone penetration test

Zheng Guan et al.

Summary: Characterizing the spatial distribution of soil liquefaction potential is crucial for assessing liquefaction-related hazards. However, limitations in time, cost, and access to subsurface space often result in limited data points for measuring soil liquefaction potential. This study proposes a smart sampling strategy using information entropy and Bayesian compressive sampling to determine the minimum number and optimal locations of cone penetration tests (CPTs) for reliable liquefaction assessment.

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING (2022)

添加到收藏夹

Article Engineering, Geological

Random failure mechanism method for assessment of working platform bearing capacity with a linear trend in undrained shear strength

Marcin Chwala et al.

Summary: This study evaluates the bearing capacity for a surface strip foundation on a two-layered substrate using the random failure mechanism method. Various factors such as foundation length, trend slope, fluctuation scales, and thickness of sand layer are analyzed for their influence on the results. The efficiency of the RFMM algorithm is preserved and a combined approach is suggested for scenarios where RFDM employs non-associated flow rule.

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING (2021)

添加到收藏夹

Article Engineering, Geological

Optimal placement of two soil soundings for rectangular footings

Marcin Chwala

Summary: This study aims to evaluate the possibility of indicating optimal soil sounding locations in the case of two soundings and rectangular footings, as well as discuss the potential applications of the obtained results and future directions for research in this area.

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING (2021)

添加到收藏夹

Article Mechanics

Stress-weighted spatial averaging of random fields in geotechnical risk assessment

Wlodzimierz Brzakala

Summary: When considering the spatial fluctuations of soil parameters, it is important to take into account the variability of soil parameters in conjunction with non-uniform stress fields, which can locally amplify (or suppress) subsoil inhomogeneities. The new proposed method for designing materials with random characteristics reveals a reduction of variance, which is less significant than the standard volume averaging approach. The Vanmarcke averaging by simple volume integrals may systematically overestimate effects of variance reduction, potentially leading to unsafe situations.

STUDIA GEOTECHNICA ET MECHANICA (2021)

添加到收藏夹

Article Engineering, Geological

3D bearing capacity probabilistic analyses of footings on spatially variable c-φ soil

Marek Kawa et al.

ACTA GEOTECHNICA (2020)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

On the optimization of site investigation programs using centroidal Voronoi tessellation and random field theory

Linchong Huang et al.

COMPUTERS AND GEOTECHNICS (2020)

添加到收藏夹

Article Environmental Sciences

Modeling 3D soil lithotypes variability through geostatistical data fusion of CPT parameters

G. Vessia et al.

SCIENCE OF THE TOTAL ENVIRONMENT (2020)

添加到收藏夹

Article Engineering, Mechanical

An adaptive scheme for reliability-based global design optimization: A Markov chain Monte Carlo approach

H. A. Jensen et al.

MECHANICAL SYSTEMS AND SIGNAL PROCESSING (2020)

添加到收藏夹

Article Engineering, Geological

Soil sounding location optimisation for spatially variable soil

Marcin Chwala

GEOTECHNIQUE LETTERS (2020)

添加到收藏夹

Article Mechanics

On determining the undrained bearing capacity coefficients of variation for foundations embedded on spatially variable soil

Marcin Chwala

STUDIA GEOTECHNICA ET MECHANICA (2020)

添加到收藏夹

Article Engineering, Geological

Geotechnical characterization of soft soil deposits in Northern Poland

J. Konkol et al.

ENGINEERING GEOLOGY (2019)

添加到收藏夹

Article Engineering, Geological

Undrained bearing capacity of spatially random soil for rectangular footings

Marcin Chwala

SOILS AND FOUNDATIONS (2019)

添加到收藏夹

Article Engineering, Civil

Identification of sample path smoothness in soil spatial variability

Jianye Ching et al.

STRUCTURAL SAFETY (2019)

添加到收藏夹

Article Construction & Building Technology

A New Buckling-Restrained Brace with a Variable Cross-Section Core

Liang Li et al.

ADVANCES IN CIVIL ENGINEERING (2019)

添加到收藏夹

Article Engineering, Multidisciplinary

Modelling of spatial variability of soil undrained shear strength by conditional random fields for slope reliability analysis

Shui-Hua Jiang et al.

APPLIED MATHEMATICAL MODELLING (2018)

添加到收藏夹

Article Engineering, Geological

Kriging-Based Reliability Analysis of Strip Footings Resting on Spatially Varying Soils

Tamara Al-Bittar et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2018)

添加到收藏夹

Article Engineering, Environmental

Optimization of site investigation program for improved statistical characterization of geotechnical property based on random field theory

Wenping Gong et al.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2017)

添加到收藏夹

Article Engineering, Geological

Cone penetration test (CPT)-based soil behaviour type (SBT) classification system - an update

P. K. Robertson

CANADIAN GEOTECHNICAL JOURNAL (2016)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

Uncertainty reduction and sampling efficiency in slope designs using 3D conditional random fields

Y. J. Li et al.

COMPUTERS AND GEOTECHNICS (2016)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

Evaluating slope stability uncertainty using coupled Markov chain

Dian-Qing Li et al.

COMPUTERS AND GEOTECHNICS (2016)

添加到收藏夹

Article Engineering, Geological

Using Conditioned Random Field to Characterize the Variability of Geologic Profiles

X. Y. Li et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2016)

添加到收藏夹

Article Engineering, Multidisciplinary

X-TMCMC: Adaptive kriging for Bayesian inverse modeling

Panagiotis Angelikopoulos et al.

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING (2015)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

On spatial averaging along random slip lines in the reliability computations of shallow strip foundations

Wojciech Pula et al.

COMPUTERS AND GEOTECHNICS (2015)

添加到收藏夹

Article Geochemistry & Geophysics

Spatial variability of soil properties and soil erodibility in the Alqueva reservoir watershed

V. Ferreira et al.

SOLID EARTH (2015)

添加到收藏夹

Article Engineering, Multidisciplinary

PROBABILISTIC ANALYSIS OF BEARING CAPACITY OF SHALLOW FOUNDATIONS USING THREE-DIMENSIONAL LIMIT ANALYSES

Joao T. Simoes et al.

INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS (2014)

添加到收藏夹

Article Engineering, Civil

Reliability-based optimal design of linear structures subjected to stochastic excitations

Jia Wang et al.

STRUCTURAL SAFETY (2014)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

Global optimization using the asymptotically independent Markov sampling method

Konstantin M. Zuev et al.

COMPUTERS & STRUCTURES (2013)

添加到收藏夹

Article Engineering, Geological

Probabilistic characterization of Young's modulus of soil using equivalent samples

Yu Wang et al.

ENGINEERING GEOLOGY (2013)

添加到收藏夹

Article Engineering, Geological

Investigation of the reduction in uncertainty due to soil variability when conditioning a random field using Kriging

M. Lloret-Cabot et al.

GEOTECHNIQUE LETTERS (2012)

添加到收藏夹

Article Engineering, Mechanical

Transitional markov chain monte carlo method for Bayesian model updating, model class selection, and model averaging

Jianye Ching et al.

JOURNAL OF ENGINEERING MECHANICS (2007)

添加到收藏夹

Article Engineering, Geological

Evaluating site investigation quality using GIS and geostatistics

RL Parsons et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2002)

添加到收藏夹

Article Engineering, Geological

Liquefaction resistance of soils from shear-wave velocity

RD Andrus et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2000)

添加到收藏夹

© Peeref 2019-2024. All rights reserved.