Foundation analysis and design

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Foundation analysis and design

01 Jan 1968-

TL;DR: In this paper, Fondation de soutenagement et al. presented a reference record for Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08.

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Abstract: Keywords: Fondation ; Mur de soutenement ; Pieux ; Capacite portante ; Ancrage ; Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08

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Journal Article•DOI•

Soil liquefaction analysis based on soil and earthquake parameters

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Osman Uyanik¹•Institutions (1)

Süleyman Demirel University¹

01 May 2020-Journal of Applied Geophysics

TL;DR: In this paper, the authors presented a method to determine the level of cyclic loads formed in the soil by the earthquake, and the liquefaction resistance of the soil, based on case history data gathered from 22 earthquakes.

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11 citations

Journal Article•DOI•

Dynamic soil stiffness for foundation piles : Capturing 3D continuum effects in an effective, non-local 1D model

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W.G. Versteijlen¹, W.G. Versteijlen², J.M. de Oliveira Barbosa¹, K.N. van Dalen¹, Andrei V. Metrikine¹ - Show less +1 more•Institutions (2)

Delft University of Technology¹, Siemens Wind Power²

01 Nov 2017-International Journal of Solids and Structures

TL;DR: In this paper, a method is presented to accurately capture the 3D interaction phenomena of a foundation pile embedded in soil, in a computationally efficient non-local 1D model.

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11 citations

Journal Article•DOI•

Closed-form solution for excavation-induced ground settlement profile in clay

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Xiao-zhen Fan¹, Xiao-zhen Fan², Kok-Kwang Phoon¹, Changjie Xu³, Changjie Xu², Chong Tang¹ - Show less +2 more•Institutions (3)

National University of Singapore¹, Zhejiang University², East China Jiaotong University³

01 Sep 2021-Computers and Geotechnics

TL;DR: In this article, a closed-form solution for prediction of excavation-induced ground settlement profile is proposed based on elastic displacement theory, and the ground settlement profiles predicted on the basis of the new approach are in good agreement with reported ground settlement data.

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11 citations

Journal Article•DOI•

Vertical Facing Panel-Joint Gap Analysis for Steel-Reinforced Soil Walls

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Ivan Puig Damians¹, Richard J. Bathurst², Antonio Lloret¹, Alejandro Josa¹•Institutions (2)

Polytechnic University of Catalonia¹, Royal Military College of Canada²

01 Aug 2016-International Journal of Geomechanics

TL;DR: In this paper, the results of a numerical parametric study focused on the prediction of vertical load distribution and vertical gap compression between precast concrete facing panel units in steel-reinforced soil walls were reported.

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Abstract: This paper reports the results of a numerical parametric study focused on the prediction of vertical load distribution and vertical gap compression between precast concrete facing panel units in steel-reinforced soil walls ranging in height from 6 to 24 m. The vertical compression was accommodated by polymeric bearing pads placed at the horizontal joints between panels during construction. This paper demonstrates how gap compression and magnitude of vertical load transmitted between horizontal joints are influenced by joint location along the height of the wall, joint compressibility, and backfill and foundation soil stiffness. The summary plots in this study can be used to estimate the number and type (stiffness) of the bearing pads to ensure a target minimum gap thickness at the end of construction, to demonstrate the relative influence of wall height and different material component properties on vertical load levels and gap compression, or as a benchmark to test numerical models used for proje...

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11 citations

Cites background from "Foundation analysis and design"

...420 Bowles, J.E. (1996). Foundation analysis and design....
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...6 medium loose sand to intact rock (Bowles 1996)....
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...5 A detailed explanation of the role of the polymeric bearing pads that are placed at the horizontal 103 joints between the concrete panels in steel reinforced soil walls can be found in the paper by 104 Damians et al. (2013). A brief summary of the important points is repeated here for 105 completeness....
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...In addition, the foundation stiffness varied from k = 4 MPa/m to rigid corresponding to 133 6 medium loose sand to intact rock (Bowles 1996)....
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Journal Article•DOI•

Analytical solutions for protective filters based on soil-retention and permeability criteria with respect to the phenomenon of soil boiling

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Amit Srivastava¹, G. L. Sivakumar Babu²•Institutions (2)

Jaypee University of Engineering and Technology¹, Indian Institute of Science²

03 Jun 2011-Canadian Geotechnical Journal

TL;DR: For the successful performance of a granular filter medium, existing design guidelines are based on the particle size distribution (PSD) characteristics of the base soil and filter medium as discussed by the authors.

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Abstract: For the successful performance of a granular filter medium, existing design guidelines, which are based on the particle size distribution (PSD) characteristics of the base soil and filter medium, r...

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11 citations

Cites background from "Foundation analysis and design"

...k is the equivalent hydraulic conductivity of the base soil – filter medium system that can be evaluated from the following expression (Bowles 1996):...
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Foundation analysis and design

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Cites background from "Foundation analysis and design"

Cites background from "Foundation analysis and design"

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