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•

The penetration of ground improvement into the realms of deep foundations

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Serge Varaksin, Вараксин Серж

15 Dec 2020-Computers & Graphics

TL;DR: In this article, the concepts of rigid inclusions, how they differ with piles, and presenting of case studies of very deep applications of rigid-inclusions are discussed. But they do not discuss how to distinguish where ground improvement ends and deep piled foundations commence.

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Displacement Filling at Lumut, Sg. Dinding, Malaysia

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Jasmin Ambrose

01 Jan 2001

TL;DR: In this article, a case study on a design and build turnkey project using a displacement filling method whereby the design methodology and construction technique of displacement filling in Lumut will be discussed to highlight the steps undertaken to ensure the effectiveness of this method and its overall economic advantages.

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Abstract: This case study is on a design and build turnkey project using a displacement filling method whereby the design methodology and construction technique of displacement filling in Lumut will be discussed to highlight the steps undertaken to ensure the effectiveness of this method and its overall economic advantages. A new method of extracting geotechnical parameters called Iternative Technique (IT) used to obtain critical parameters for slope stability analysis will be introduced. Some aspects and observations of rock bund construction on soft soil will also be explained. Apart from that, measures taken as part of the environmental management plan due to the usage of the displacement filling method will also be elaborated. The author wishes to acknowledge the support of M.N. Rajah, Managing Director of Asbil Engineering & Construction, with this study. This paper first appeared in the WODCON XVI Proceedings and is reprinted with permission.

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Analytical study of methods to reduce excavation-induced movements.

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Febrina Aryani

01 Jan 2011

TL;DR: In this article, the authors present a table of contents and a list of symbols, including triangles, columns, figures, and symbols, as well as a collection of symbols and symbols.

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Abstract: ............................................................................................................................... iii ACKNOWLEDGEMENT ......................................................................................................... iv TABLE OF CONTENT .............................................................................................................. v LIST OF TABLES ................................................................................................................... viii LIST OF FIGURES ................................................................................................................... ix LIST OF SYMBOLS ................................................................................................................ xii CHAPTER

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...…Field Measurement of Earth Pressure in Braced Excavation (Sherif and Fang, 1984) 6 Figure 2.3: Peck (1967) and Tschebotharioff (1973) Apparent Pressure Diagrams (Bowles, 1996) .......................................................................................................................
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...Table 3.1: Soil Parameters for Finite Element Modeling ............................................................ 28 Table 3.2: Wall Properties for Finite Element Modeling ............................................................ 31 Table 3.3: Strut and Waler Properties for Finite Element Modeling .......................................... 32 Table 4.1: Comparison of Two-dimensional and Three-dimensional Maximum Horizontal Wall Movements ................................................................................................................ 39 Table 4.2: Maximum Horizontal Wall Movement for Different Methods .................................. 42 ix LIST OF FIGURES Chapter 1 Figure 1.1: Dimensions of the Excavation in: (a) x-z plane and (b) z-y plane ...................... 3 Chapter 2 Figure 2.1: Braced Excavation Elevation View (Das, 2007) ................................................. 5 Figure 2.2(a): Earth Pressure in Braced Excavation (Das, 1999); Figure 2.2(b): Field Measurement of Earth Pressure in Braced Excavation (Sherif and Fang, 1984) 6 Figure 2.3: Peck (1967) and Tschebotharioff (1973) Apparent Pressure Diagrams (Bowles, 1996) .......................................................................................................................
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Journal Article•DOI•

Finite element analysis of a soft cohesive soil improved by column-like elements

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Haider S. Al-Jubair¹, Sarmad A. Abbas¹, Ali A. Al-Mutar¹•Institutions (1)

University of Basrah¹

21 Apr 2021-International Journal of Geotechnical Engineering

TL;DR: In this article, the finite element method capability of simulating the behaviour of deep cement mixed improved soil supporting Al-Fao depot floating-roof oil tanks is investigated under test loads.

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Abstract: The finite element method capability of simulating the behaviour of deep cement mixed improved soil supporting Al-Fao depot floating-roof oil tanks is investigated. Single columns under test loads ...

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Cites methods from "Foundation analysis and design"

...Embankment element properties The results of the plate load tests were utilised to estimate the modulus of elasticity (E) for the embankment materials, using the Vesic equation (Bowles 1997), which involves the subgrade reaction modulus (ks), Poisson’s ratio (ν), and the plate width (B)....
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...The missing data elements were obtained by considering the correlative relationships (Bowles 1997; Budhu 2011; Robertson 2009)....
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...The results of the plate load tests were utilised to estimate the modulus of elasticity (E) for the embankment materials, using the Vesic equation (Bowles 1997), which involves the subgrade reaction modulus (ks), Poisson’s ratio (ν), and the plate width (B). ks ¼ EB 1 v2ð Þ (7) E ¼ M 1 v2 (8) The…...
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Journal Article•DOI•

The kern of non-homogeneous cross sections

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István Ecsedi¹, Attila Baksa¹•Institutions (1)

University of Miskolc¹

15 Apr 2015-Engineering Structures

TL;DR: In this article, the state of stresses in non-homogeneous bars due to eccentric axial loads is examined and the governing formulae are written in coordinate free invariant forms by means of vector and tensor algebra.

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Foundation analysis and design

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Cites methods from "Foundation analysis and design"

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