☆ 4.6 Article

Assessment of the Bearing Capacity of Bridge Foundation on Rock Masses

APPLIED SCIENCES-BASEL (2021)

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 Engineering, Geological

3D failure envelope of a rigid pile embedded in a cohesive soil using finite element limit analysis

Noussaiba Graine et al.

Summary: This paper applies numerical limit analysis to evaluate the bearing capacity of a single rigid pile in a homogeneous cohesive-frictionless soil under different loading combinations, providing new design charts for estimating safe loads in engineering design.

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2021)

添加到收藏夹

Article Engineering, Geological

Ultimate Bearing Capacity of Low-Density Volcanic Pyroclasts: Application to Shallow Foundations

Alcibiades Serrano et al.

Summary: This research focuses on calculating the bearing capacity of low-density volcanic Pyroclasts by developing a theoretical basis for an appropriate failure criterion for collapsible rocks, and proposing a mathematical characteristic lines method to solve the ultimate load problem of shallow foundation rocks with collapsible failure criteria. The method distinguishes between plastic failure wedges and failure due to destructuring based on rock parameters and external confining load, providing an analytical solution that is also presented in design abacuses for ease of use. The proposed formulation is validated using numerical models, resulting in satisfactory comparisons of bearing capacity values and analytical rupture mechanisms.

ROCK MECHANICS AND ROCK ENGINEERING (2021)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

An accessible calculation method of the bearing capacity of shallow foundations on anisotropic rock masses

R. A. Galindo et al.

Summary: A simplified numerical procedure using the Discontinuity Layout Optimization method is proposed in this research for modeling the bearing capacity of foundations on rock masses with high anisotropy. By locating and designing a single discontinuity, this procedure can represent the entire family of discontinuities and check for various possible failure mechanisms in the rock mass.

COMPUTERS AND GEOTECHNICS (2021)

添加到收藏夹

Article Engineering, Geological

Solution of the Ultimate Bearing Capacity at the Tip of a Pile in Anisotropic Discontinuous Rock Mass Based on the Hoek-Brown Criterion

Zhigang Cao et al.

Summary: An analytical method is proposed to investigate the bearing mechanism of piles in an anisotropic discontinuous rock mass, identifying 16 different pile failure modes based on the inclination angle of weakness planes and embedment ratios. Friction angles of the weakness planes have a significant influence on pile failure mechanisms, with the percentage of pile bearing capacity in anisotropic discontinuous rock increasing with phi under certain failure mechanisms.

INTERNATIONAL JOURNAL OF GEOMECHANICS (2021)

添加到收藏夹

Article Engineering, Geological

A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads

Enrico Conte et al.

Summary: This paper investigates the behavior of piles under inclined compressive loads and proposes a simple-to-use method for evaluating the bearing capacity of piles. Comparisons with numerical results and experimental data show that the proposed approach has good reliability, with better predictive capability than other simplified methods in the literature.

INTERNATIONAL JOURNAL OF GEOMECHANICS (2021)

添加到收藏夹

Article Engineering, Environmental

Influence of the groundwater level on the bearing capacity of shallow foundations on the rock mass

Ana Alencar et al.

Summary: This paper investigates the impact of groundwater level on the ultimate bearing capacity of shallow foundations on the rock mass, using the finite difference method for calculations and conducting a sensitivity analysis. The analysis includes the influence of groundwater level on bearing capacity and the critical depth where it no longer affects bearing capacity.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2021)

添加到收藏夹

Article Geosciences, Multidisciplinary

Historical reconstruction and evolution of the large landslide of Inza (Navarra, Spain)

P. Sanz de Ojeda et al.

Summary: In the winter of 1714-1715, a large rotational landslide occurred on the northern slope of the Sierra de Aralar in Navarra, Spain, causing an earthflow that destroyed the village of Inza. Interdisciplinary research recreated the historical process and geomorphological characteristics of the event, identifying the determining factors. Analysis of the landslide trigger and climate impact was based on historical records of excess rainfall, with a 3D numerical model used to study the slope stability and mechanism.

NATURAL HAZARDS (2021)

添加到收藏夹

Article Engineering, Geological

Application of Artificial Neural Networks for Predicting the Bearing Capacity of Shallow Foundations on Rock Masses

M. A. Millan et al.

Summary: This research introduces an artificial neural network (ANN) solution for predicting bearing capacity of shallow foundations on rock masses based on FLAC numerical calculations, offering more realistic configurations than empirical or analytical solutions. The ANN model's predictions are in good agreement with numerical results, showing it can provide a simpler and more accurate assessment of bearing capacity than existing methods.

ROCK MECHANICS AND ROCK ENGINEERING (2021)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

3D simulation for tunnelling effects on existing piles

Pedro-Tomislav Simic-Silva et al.

COMPUTERS AND GEOTECHNICS (2020)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

Bearing capacity of shallow foundation under cyclic load on cohesive soil

Daniel R. Panique Lazcano et al.

COMPUTERS AND GEOTECHNICS (2020)

添加到收藏夹

Article Engineering, Geological

Retrospective analysis of the Pico del Castillo de Vinuesa large historical landslide (Cordillera Iberica, Spain)

P. Sanz de Ojeda et al.

LANDSLIDES (2020)

添加到收藏夹

Article Green & Sustainable Science & Technology

Assessment of the Bearing Capacity of Foundations on Rock Masses Subjected to Seismic and Seepage Loads

Ruben Galindo et al.

SUSTAINABILITY (2020)

添加到收藏夹

Article Engineering, Geological

Bearing capacity of foundations on rock mass using the method of characteristics

Amin Keshavarz et al.

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2018)

添加到收藏夹

Article Engineering, Geological

Ultimate bearing capacity of rock masses based on modified Mohr-Coulomb strength criterion

R. A. Galindo et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2017)

添加到收藏夹

Article Geosciences, Multidisciplinary

New design equations for estimation of ultimate bearing capacity of shallow foundations resting on rock masses

Amir H. Alavi et al.

GEOSCIENCE FRONTIERS (2016)

添加到收藏夹

Article Engineering, Geological

Shaft resistance of a pile in rock based on the modified Hoek-Brown criterion

A. Serrano et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2015)

添加到收藏夹

Article Engineering, Geological

Indirect estimation of the ultimate bearing capacity of shallow foundations resting on rock masses

Shervin Tajeri et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2015)

添加到收藏夹

Article Engineering, Geological

Ultimate bearing capacity at the tip of a pile in rock based on the modified Hoek-Brown criterion

A. Serrano et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2014)

添加到收藏夹

Article Engineering, Geological

Permanent deformation estimates of dynamic equipment foundations: Application to a gas turbine in granular soils

Ruben Galindo et al.

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2014)

添加到收藏夹

Article Engineering, Geological

Bearing capacity of circular footings on a Hoek-Brown material

Johan Clausen

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2013)

添加到收藏夹

Article Engineering, Geological

On the behavior of piles in non-cohesive soil under combined horizontal and vertical loading

Martin Achmus et al.

ACTA GEOTECHNICA (2010)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

Bearing capacity of shallow foundations on rocks obeying a modified Hoek-Brown failure criterion

Z. Saada et al.

COMPUTERS AND GEOTECHNICS (2008)

添加到收藏夹

Article Engineering, Geological

Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek-Brown criterion

R. S. Merifield et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2006)

添加到收藏夹

Article Engineering, Geological

Upper bound solution for ultimate bearing capacity with a modified Hoek-Brown failure criterion

Xiao-Li Yang et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2005)

添加到收藏夹

Article Computer Science, Interdisciplinary Applications

Lower bound solutions for bearing capacity of jointed rock

DJ Sutcliffe et al.

COMPUTERS AND GEOTECHNICS (2004)

添加到收藏夹

Article Engineering, Multidisciplinary

Lower bound limit analysis using non-linear programming

AV Lyamin et al.

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING (2002)

添加到收藏夹

Article Engineering, Geological

Ultimate bearing capacity at the tip of a pile in rock - part 1: theory

A Serrano et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2002)

添加到收藏夹

Article Engineering, Geological

Upper bound limit analysis using linear finite elements and non-linear programming

AV Lyamin et al.

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2002)

添加到收藏夹

Article Mechanics

Limit analysis of the bearing capacity of fissured materials

X Zheng et al.

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES (2000)

添加到收藏夹

Article Engineering, Geological

Ultimate bearing capacity of rock masses based on the modified Hoek-Brown criterion

A Serrano et al.

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES (2000)

添加到收藏夹

© Peeref 2019-2024. All rights reserved.