Relevant bibliographies by topics / Rigid footing

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Rigid footing'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Rigid footing.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Rigid footing"

1

Pantelidis, Lysandros, and Elias Gravanis. "Elastic Settlement Analysis of Rigid Rectangular Footings on Sands and Clays." Geosciences 10, no. 12 (2020): 491. http://dx.doi.org/10.3390/geosciences10120491.

Full text
Abstract:
In this paper an elastic settlement analysis method for rigid rectangular footings applicable to both clays and sands is proposed. The proposed method is based on the concept of equivalent shape, where any rectangular footing is suitably replaced by a footing of elliptical shape; the conditions of equal area and equal perimeter are satisfied simultaneously. The case of clay is differentiated from the case of sand using different contact pressure distribution, whilst, additionally, for the sands, the modulus of elasticity increases linearly with depth. The method can conveniently be calibrated
APA, Harvard, Vancouver, ISO, and other styles
2

Pantelidis, Lysandros. "Strain Influence Factor Charts for Settlement Evaluation of Spread Foundations based on the Stress–Strain Method." Applied Sciences 10, no. 11 (2020): 3822. http://dx.doi.org/10.3390/app10113822.

Full text
Abstract:
In this paper, the stress–strain method for the elastic settlement analysis of shallow foundations is revisited, offering a great number of strain influence factor charts covering the most common cases met in civil engineering practice. The calculation of settlement based on strain influence factors has the advantage of considering soil elastic moduli values rapidly varying with depth, such as those often obtained in practice using continuous probing tests, e.g., the Cone Penetration Test (CPT) and Standard Penetration Test (SPT). It also offers the advantage of the convenient calculation of t
APA, Harvard, Vancouver, ISO, and other styles
3

Pham, Hung V., Laurent Briançon, Daniel Dias, and Jérôme Racinais. "Investigation of behavior of footings over rigid inclusion-reinforced soft soil: experimental and numerical approaches." Canadian Geotechnical Journal 56, no. 12 (2019): 1940–52. http://dx.doi.org/10.1139/cgj-2018-0495.

Full text
Abstract:
The aim of this study is to investigate the behavior of a footing lying directly upon a rigid inclusion-reinforced soft soil. Both experimental and numerical approaches were conducted. The studied cases include single rigid inclusion tests, a footing over nonrigid inclusion-reinforced soil, and a footing over rigid inclusion-reinforced soil. The vertical loading tests on single rigid inclusions and the footing over unreinforced soil showed the behavior of the multi-layered soil, thus allowing for the determination of soil parameters for the numerical analyses. The tests on the footing over rei
APA, Harvard, Vancouver, ISO, and other styles
4

Diaz, Edgar G., and Fernando Rodríguez-Roa. "Design load of rigid footings on sand." Canadian Geotechnical Journal 47, no. 8 (2010): 872–84. http://dx.doi.org/10.1139/t09-145.

Full text
Abstract:
Experimental evidence has shown that most current methods are not able to predict design loads of footings on cohesionless soil with an acceptable degree of accuracy. In the present study, a simple and realistic settlement-based method is proposed to estimate the design load of rigid footings on sand subjected to static vertical loading. The design criterion based on restricting the end-of-construction settlement to 16 mm because of the inherent variability of the real soil deposits is herein adopted. A series of finite-element analyses based on an advanced constitutive model were carried out
APA, Harvard, Vancouver, ISO, and other styles
5

Li, Xiao, Min Ding, and Xiu Gen Jiang. "Theoretical Analysis of the Sole Plate of Semi-Rigid Light Steel Column Footings on the Basis of Winkler Model of Elastic Foundation Beam." Advanced Materials Research 660 (February 2013): 105–10. http://dx.doi.org/10.4028/www.scientific.net/amr.660.105.

Full text
Abstract:
To obtain the pressure distribution model on the sole plate of semi-rigid light steel column footing, the deflection formulas of beams with free ends on elastic foundation subjected to arbitrarily concentrated load and arbitrarily trapezoidal load were developed by applying the Winkler model of elastic foundation beam and initiate-parameter expressions of deformation and internal force by presetting boundary condition and calculating with Maple software. The sole plate of semi-rigid square steel tube column footing was converted into elastic foundation beam which is supported by concrete found
APA, Harvard, Vancouver, ISO, and other styles
6

GİRGİN, Konuralp. "Simplified formulations for the determination of rotational spring constants in rigid spread footings resting on tensionless soil." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 23, no. 4 (2017): 464–74. http://dx.doi.org/10.3846/13923730.2016.1210218.

Full text
Abstract:
In spread footings, the rotational spring constants, which represent the soil-structure interaction, play an important role in the structural analysis and design. To assign the behaviour of soil, which is generally represented via Winkler-type tensionless springs, necessitates time consuming iterative computing procedures in practice. In this study, a straightfor­ward approach is proposed for the soil-structure interaction of rigid spread footings especially subjected to excessive eccentric loading. By considering the uplift of footing, the rotational spring constants of those type footings un
APA, Harvard, Vancouver, ISO, and other styles
7

Filiatrault, A., D. L. Anderson, and R. H. DeVall. "Effect of weak foundation on the seismic response of core wall type buildings." Canadian Journal of Civil Engineering 19, no. 3 (1992): 530–39. http://dx.doi.org/10.1139/l92-062.

Full text
Abstract:
This paper investigates the seismic behaviour of a typical wall-type reinforced concrete building with a footing that is unable to develop the flexural wall capacity. Nonlinear dynamic analysis is used to determine the response of the structure under historical earthquakes representing design conditions for a seismic zone 4 in Canada. The analysis incorporates the nonlinear behaviour of the core, footing and soil, and also the uplift of the footing from the soil. Three different structural models are considered: (i) the core on a rigid foundation, (ii) the core on a flexible (rocking) foundati
APA, Harvard, Vancouver, ISO, and other styles
8

Lee, Joon Kyu, and Jaehong Kim. "Stability Charts for Sustainable Infrastructure: Collapse Loads of Footings on Sandy Soil with Voids." Sustainability 11, no. 14 (2019): 3966. http://dx.doi.org/10.3390/su11143966.

Full text
Abstract:
The presence of underground voids in regions suitable for sustainable development can adversely affect the stability of the overlying infrastructures. In this paper, the collapse loads of strip rigid footings resting on sand with single and double continuous voids are determined for a frictional Mohr-Coulomb material following the non-associated flow rule. For use by practitioners, design charts are proposed to evaluate the well-known bearing capacity factor Nγ as a function of the dimensionless parameters related to the vertical and horizontal void distances from the footing, void shape, and
APA, Harvard, Vancouver, ISO, and other styles
9

Dempsey, J. P., and H. Li. "A rigid rectangular footing on an elastic layer." Géotechnique 39, no. 1 (1989): 147–52. http://dx.doi.org/10.1680/geot.1989.39.1.147.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Castro, Jorge. "Numerical modelling of stone columns beneath a rigid footing." Computers and Geotechnics 60 (July 2014): 77–87. http://dx.doi.org/10.1016/j.compgeo.2014.03.016.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Dissertations / Theses on the topic "Rigid footing"

1

Dunham, Lee. "Centrifuge modelling of a rigid footing on jointed rock." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0025/MQ38369.pdf.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Sabry, Mostafa Ibrahim Carleton University Dissertation Engineering Civil. "Settlement of a rigid footing resting on a granular soil stratum." Ottawa, 1985.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Abedin, M. Z. "Eccentrically loaded strip footing on a sand layer overlaying a rigid stratum." Thesis, University of Strathclyde, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.381520.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Ameen, Syed Fakhrul. "Strip footing on a sand layer overlying a rigid stratum and subject to inclined eccentric loads." Thesis, University of Strathclyde, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.293221.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Corneille, Sébastien. "Étude du comportement mécanique des colonnes ballastées chargées par des semelles rigides." Thesis, Vandoeuvre-les-Nancy, INPL, 2007. http://www.theses.fr/2007INPL036N/document.

Full text
Abstract:
Les inclusions souples, telles que les colonnes ballastées, sont constituées de matériaux granulaires purement frottants et réalisées à partir de différentes méthodes, afin d’entraîner des améliorations des performances du sol (réduction des tassements, augmentation de la capacité portante, etc.). Dès leur origine, fin des années 1950, ces colonnes ont été employées en maillages réguliers sous des ouvrages de grandes dimensions (remblais, réservoirs, dallages…) apportant des surcharges uniformément réparties. Depuis plusieurs années, les colonnes sont souvent mises en œuvre de manière isolée o
APA, Harvard, Vancouver, ISO, and other styles
6

Kang, Wen-wei, and 康文瑋. "Analysis of ultimate bearing capacity of rigid footing placed on the slope." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/54603102322305117676.

Full text
Abstract:
碩士<br>國立成功大學<br>土木工程學系碩博士班<br>95<br>ABSTRACT At present, analytical or empirical formula for seismic bearing capacity of footings adjacent to the slope is rather limited. This study uses a pseudo-static-based approach in conjunction with rigorous Janbu’s slice method to derive analytical values of seismic bearing capacity factors (Nγ) and correction factors for the effects of inertia of soil mass and load inclinations for a rigid footing adjacent to the slope. It is shown that both the bearing capacity factors (Nγ) and the correction factors for the seismic bearing capacity of footings pla
APA, Harvard, Vancouver, ISO, and other styles
7

Bhardwaj, Vivek. "Application of FLAC in bearing capacity analyses of layered clays." 2007. http://hdl.handle.net/1993/302.

Full text
Abstract:
Understanding the bearing response of the footings on layered soils has always been a challenge for researchers. Due to the limitations of analytical and empirical solutions it had been difficult to understand the true bearing behavior. Some researchers have tried solving this problem by numerical analysis and have found some success. In this study the numerical analysis approach has been applied using a commercial tool FLAC (Fast Lagrangian Analysis of Continua) to study the bearing response of surface footings on layered clays. First, small deformation analyses were taken up to study the und
APA, Harvard, Vancouver, ISO, and other styles
8

Vinod, P. "Analyses Of Two-Layer Soil Systems Beneath Rigid Footings." Thesis, 1995. http://etd.iisc.ernet.in/handle/2005/2191.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Rigid footing"

1

Bhaumik, Mrinal, Suresh Prasad Singh, and Megha Biswas. "Behavior of Rigid Footing Rested on a Group of Stone Column." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6346-5_37.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Badry, Pallavi, and Ravi Shankar Badry. "Seismic Soil Structure Interaction Analysis of Rigid Piled Isolated Footing for Mid Rise Building in a Weak Soil." In Dynamic Soil-Structure Interaction for Sustainable Infrastructures. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01920-4_3.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Xiao, Shiguo. "Limit Analysis of Bearing Capacity of a Rigid Strip Footing on a Soil Slope Based on the Upper Bound Theorem." In Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0125-4_34.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Jenck, O., F. Emeriault, C. Dos Santos Mendes, et al. "Rigid pile improvement under rigid slab or footing under cyclic loading." In Physical Modelling in Geotechnics. CRC Press, 2018. http://dx.doi.org/10.1201/9780429438646-97.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Kafle, B., H. Hailemariam, and F. Wuttke. "Theoretical and experimental modeling of settlement of rigid footing over collapsible soil." In Geomechanics from Micro to Macro. CRC Press, 2014. http://dx.doi.org/10.1201/b17395-294.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Datta, K. L. "Growth and Development in Pre-reform Period." In Growth and Development Planning in India. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780190125028.003.0005.

Full text
Abstract:
The first four decades of planning are characterized by rigid state control and regulation on economic activities. This period witnessed the syndrome of low savings–investment and low growth rate. This chapter makes a crtitical assessment of the features of planning and concludes that the state control and regulation retarded the growth rate in this period, especially in industries. Observing that the policies in this four-decade period traversed from forceful attempts by the state to capture the commanding heights of the economy and nationalization of private enterprises in the 1960s and 1970s to initiate measures to widen the scope of the private sector and extending its area of operation in economic activities in the 1980s, it goes on to detail some of the events, which placed the Indian economy on a sound footing despite the average growth rate being low.
APA, Harvard, Vancouver, ISO, and other styles
7

Abascal, R. "OSTIN: A COMPUTER PROGRAM TO PERFORM THE SEISMIC ANALYSIS OF RIGID STRIP FOOTING ON 2-D ZONED VISCOELASTIC SOILS ON FREQUENCY DOMAIN." In Structural Analysis Systems. Elsevier, 1986. http://dx.doi.org/10.1016/b978-0-08-032582-8.50021-x.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Doherty, J. P., and A. J. Deeks. "An efficient method for elasto-static analysis of rigid circular footings." In Computational Fluid and Solid Mechanics 2003. Elsevier, 2003. http://dx.doi.org/10.1016/b978-008044046-0.50058-0.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Sbartai, B., and A. Boumekik. "Vertical compliance function of adjacent surface rigid footings in heterogeneous soil layer." In Numerical Methods in Geotechnical Engineering. Taylor & Francis, 2006. http://dx.doi.org/10.1201/9781439833766.ch32.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

"Bearing capacity of rigid strip footings on frictional soils under eccentric and inclined loads." In Geotechnical Risk and Safety. CRC Press, 2009. http://dx.doi.org/10.1201/9780203867310-45.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Rigid footing"

1

Paikowsky, Samuel G., Christopher J. Palmer, and Albert F. Dimillio. "Visual Observation and Measurement of Aerial Stress Distribution Under a Rigid Strip Footing." In Specialty Conference on Performance Confirmation of Constructed Geotechnical Facilities. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40486(300)9.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Rivera, Alfonso J., C. Guney Olgun, John S. McCartney, Frederic Masse, and Thomas L. Brandon. "Centrifuge Tests on Laterally-Loaded Footings Supported by Rigid Inclusion-Reinforced Clay." In Geotechnical and Structural Engineering Congress 2016. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479742.084.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Bellos, John, and Nikolaos P. Bakas. "HIGH COMPUTATIONAL EFFICIENCY THROUGH GENERIC ANALYTICAL FORMULATION FOR LINEAR SOIL PRESSURE DISTRIBUTION OF RIGID SPREAD RECTANGULAR FOOTINGS." In VII European Congress on Computational Methods in Applied Sciences and Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2016. http://dx.doi.org/10.7712/100016.2015.5100.

Full text
APA, Harvard, Vancouver, ISO, and other styles
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography