Reliability assessment of shallow foundations on undrained soils considering soil spatial variability
نویسندگان
چکیده
منابع مشابه
The Effect of Spatial Variability and Anisotropy of Soils on Bearing Capacity of Shallow Foundations
Naturally occurred soil deposits inherit heterogeneity and anisotropy in their strength properties. The main purpose of this paper is to model the soil stratum with anisotropy consideration and spatially varying undrained shear strength by using random field theory coupled with finite difference numerical analysis to evaluate their effect on the bearing capacity of the shallow foundations. In t...
متن کاملthe effect of spatial variability and anisotropy of soils on bearing capacity of shallow foundations
naturally occurred soil deposits inherit heterogeneity and anisotropy in their strength properties. the main purpose of this paper is to model the soil stratum with anisotropy consideration and spatially varying undrained shear strength by using random field theory coupled with finite difference numerical analysis to evaluate their effect on the bearing capacity of the shallow foundations. in t...
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a State Key Laboratory ofWater Resources andHydropower Engineering Science, Key Laboratory of RockMechanics inHydraulic Structural Engineering (Ministry of Education),WuhanUniversity, 8 Donghu South Road, Wuhan 430072, PR China b School of Civil Engineering and Architecture, Nanchang University, Nanchang 330031, PR China c Department of Civil and Environmental Engineering, The Hong Kong Univers...
متن کاملVariables Characteristics Effects on Static and Pseudo-Static Reliability-Based Design of near Slope Shallow Foundations
Given the concept of reliability-based design (RBD) and the growing risk management trend in geotechnical engineering, proper understanding and quantification of uncertainties are very important. The complexity of methods and a large volume of calculations of probabilistic design methods are the most critical reasons for civil engineers not to be comfortable using these approaches. In this rese...
متن کاملBearing Capacity of Shallow Foundations on Cohesionless Soils: A Random Forest Based Approach
Determining the ultimate bearing capacity (UBC) is vital for design of shallow foundations. Recently, soft computing methods (i.e. artificial neural networks and support vector machines) have been used for this purpose. In this paper, Random Forest (RF) is utilized as a tree-based ensemble classifier for predicting the UBC of shallow foundations on cohesionless soils. The inputs of model are wi...
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ژورنال
عنوان ژورنال: Computers and Geotechnics
سال: 2020
ISSN: 0266-352X
DOI: 10.1016/j.compgeo.2019.103369