Bibliographies thématiques / ECCENTRICALLY LOADED FOOTING

Littérature scientifique sur le sujet « ECCENTRICALLY LOADED FOOTING »

Auteur : Grafiati
Publié le 11 septembre 2023

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Articles de revues sur le sujet "ECCENTRICALLY LOADED FOOTING"

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Saran, Swami, et R. K. Agarwal. « Eccentrically‐obliquely Loaded Footing ». Journal of Geotechnical Engineering 115, no 11 (novembre 1989) : 1673–80. http://dx.doi.org/10.1061/(asce)0733-9410(1989)115:11(1673).

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Turker, Emel, Erol Sadoglu, Evrim Cure et Bayram Ali Uzuner. « Bearing capacity of eccentrically loaded strip footings close to geotextile-reinforced sand slope ». Canadian Geotechnical Journal 51, no 8 (août 2014) : 884–95. http://dx.doi.org/10.1139/cgj-2014-0055.

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A series of bearing capacity tests were conducted with an eccentrically (e/B = 0, 1/12, 1/6, 1/3) loaded model surface (Df/B = 0) and shallow (Df/B = 0.25) strip footings (B = 80 mm) resting close to reinforced finite sand slopes to investigate ultimate loads, failure surfaces, load–displacement curves, rotation of footing, etc. The experimental set-up used to run the tests consists of a tank, model footing, sand, and a loading mechanism. A single woven geotextile strip sheet was placed horizontally below the footing’s base at a depth of half of the footing’s width. Ultimate loads decreased with increasing eccentricity. This decrease is due to a combination of eccentricity and slope. The use of geotextile reinforcement increased ultimate loads in comparison with unreinforced cases. Failure surfaces were not symmetrical, primary failure surfaces developed on the eccentricity (slope) side, and secondary failure surfaces developed on the other side. Lengths of failure surfaces decreased with increasing eccentricity. Prior to failure, footings always rotated towards the eccentricity (slope) side a few degrees.
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Major, Maciej, Izabela Major, Daniela Kuchárová et Krzysztof Kuliński. « On the Eccentrically Loaded Socket Footings With Cut - Off Pyramid Shaped Socket ». Civil and Environmental Engineering 15, no 1 (1 juin 2019) : 58–69. http://dx.doi.org/10.2478/cee-2019-0009.

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AbstractIn this work considerations concerning eccentrically loaded socket footing with cut-off pyramid shaped socket were presented. As an object of study sloped footing with 1.40 m height, corresponding to the maximum frost depth has been adopted. Knowing that in practice there are no perfect pure axial loads, load applied on the eccentricity has been taken into considerations. Eccentric loads result in footing rotation in the direction of eccentricity and acting load, hence one footing end is imbedding into the ground, whereas second end tries to rise up. To observe that phenomenon, elastic type of support under the foundation was introduced corresponding to the naturally humid sand with medium compaction. Presented in this paper considerations of innovative connection technology between footing and column were based on performed numerical studies. Advantages and disadvantages of presented footing in comparison to normal socket footings solutions were widely discussed. Numerical analyses were performed with the utilization Finite Element Method based SolidWorks software.
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Al-Jubair, Haider S., et Jawdat K. Abbas. « Bearing Capacity of Eccentrically Loaded Strip Footing Near The Edge of Cohesive Slope ». Tikrit Journal of Engineering Sciences 14, no 2 (30 juin 2007) : 32–48. http://dx.doi.org/10.25130/tjes.14.2.02.

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The finite element method is used to investigate the behavior of a strip footing constructed near the edge of a sloping cohesive ground. The effects of variation in footing closeness, loading eccentricity and slope angle are studied also. It is proved that Bowles method overestimates the load carrying capacity of the concentrically loaded strip footings on cohesive soils. Decreasing the distance between the footing and the slope edge, increasing the eccentricity and slope angle reduce the ultimate bearing capacity. Slope effect diminishes as the footing distance from the edge approaches (1.5) times its width.
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Li, Xinggao. « Bearing Capacity Factors for Eccentrically Loaded Strip Footings Using Variational Analysis ». Mathematical Problems in Engineering 2013 (2013) : 1–17. http://dx.doi.org/10.1155/2013/640273.

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Bearing capacity factors for eccentrically loaded strip smooth footings on homogenous cohesive frictional material are deduced by the variational limit equilibrium method and by assuming general shear failure along continuous curved slip surface. From the calculated results, the effective width rule suggested by Meyerhof for bearing capacity factors due to cohesion of soil is justified, and the superposition principle of bearing capacity for eccentrically loaded strip smooth footings is derived together with the bearing capacity factors for cohesion and unit weight of soil. The two factors are represented by soil strength parameters and eccentricity of load. The bearing capacity factor related to unit weight for cohesionless soil is less than that for cohesive frictional soil. The reason for this discrepancy lies in the existence of the soil cohesion, for the shape of the critical rupture surface of footing soil depends on both soil strength parameters rather than on friction angle alone in the previous limit equilibrium solutions. The contact between footing and soil is decided by both the load and the mechanical properties of soil. Under conditions of higher eccentricity and less strength properties of soil, part of the footing will separate from the underlying soil.
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Saran, Swami, et R. K. Agarwal. « Bearing Capacity of Eccentrically Obliquely Loaded Footing ». Journal of Geotechnical Engineering 117, no 11 (novembre 1991) : 1669–90. http://dx.doi.org/10.1061/(asce)0733-9410(1991)117:11(1669).

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Mansouri, Tarek, et Khelifa Abbeche. « Experimental bearing capacity of eccentrically loaded foundation near a slope ». Studia Geotechnica et Mechanica 41, no 1 (11 février 2019) : 33–41. http://dx.doi.org/10.2478/sgem-2019-0004.

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AbstractBased on the response of small-scale model square footing, the present paper shows the results of an experimental bearing capacity of eccentrically loaded square footing, near a slope sand bed. To reach this aim, a steel model square footing of (150 mm × 150 mm) and a varied sand relative density of 30%, 50% and 70% are used. The bearing capacity-settlement relationship of footing located at the edge of a slope and the effect of various parameters such as eccentricity (e) and dimensions report (b/B) were studied. Test results indicate that ultimate bearing capacity decreases with increasing load eccentricity to the core boundary of footing and that as far as the footing is distant from the crest, the bearing capacity increases. Furthermore, the results also prove that there is a clear proportional relation between relative densities –bearing capacity. The model test provides qualitative information on parameters influencing the bearing capacity of square footing. These tests can be used to check the bearing capacity estimated by the conventional methods.
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Tang, Chong, Kok-Kwang Phoon et Kim-Chuan Toh. « Effect of footing width on Nγ and failure envelope of eccentrically and obliquely loaded strip footings on sand ». Canadian Geotechnical Journal 52, no 6 (juin 2015) : 694–707. http://dx.doi.org/10.1139/cgj-2013-0378.

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This paper thoroughly investigates the bearing capacity of strip footings on sand under combined loading by using a lower-bound limit analysis in conjunction with finite elements and second-order cone programming (SOCP). Two analyses were performed: one using a constant friction angle and the other using a variable friction angle. The analyses with a constant friction angle were used to calibrate the existing results, including the classical solutions commonly used in foundation design practice and other numerical or experimental solutions. The analyses with a variable friction angle allow us to investigate the effect of footing width B on the bearing capacity of strip footings. An iteration computational procedure is employed to account for the dependency of the friction angle on the stress level. According to the numerical results, it is found that the bearing capacity factor Nγ for eccentrically or obliquely loaded strip footings linearly decreases with the increase of B on a log–log scale, where the range 0.3–5 m of footing width was considered in this paper. In addition, it is found that the footing width has a negligible effect on the shape and size of the normalized failure envelopes.
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Al-Tirkity, Jawdat K., et Akram H. Al-Taay. « Bearing Capacity of Eccentrically Loaded Strip Footing on Geogrid Reinforced Sand ». Tikrit Journal of Engineering Sciences 19, no 1 (9 juin 2022) : 14–22. http://dx.doi.org/10.25130/tjes.19.1.02.

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This study aims to demonstrate the effects of geogrid reinforcement on the bearing capacity of strip footing under eccentric loading. Numerical analysis using finite element program called (PLAXIS 2D Professional v.8.2) are presented. The effect of each of the depth ratio of the topmost layer of geogrid (u/B), the vertical distance ratio between consecutive layers (h/B), number of geogrid layers (N), and the effective depth ratio of reinforcement (d/B) on the bearing capacity were studied, where (B) is the footing width. Also, the combined effect of load eccentricity ratio (e/B), depth of embedment ratio of footing ( f D /B) and the angle of internal friction ( ) on the ultimate bearing capacity were investigated.
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Plevko, V. S., et A. I. Polishchuk. « Assigning dimensions of the footing of eccentrically loaded foundations ». Soil Mechanics and Foundation Engineering 30, no 5 (septembre 1993) : 196–200. http://dx.doi.org/10.1007/bf01712258.

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Thèses sur le sujet "ECCENTRICALLY LOADED FOOTING"

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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.

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Jena, Sarita. « Behaviour of Eccentrically Loaded Circular Footing on Granular Soil ». Thesis, 2015. http://ethesis.nitrkl.ac.in/7514/1/155.pdf.

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In the past several works have been carried out for eccentric loaded condition over sand for finding the ultimate bearing capacity of shallow foundation. These investigations are limited to strip, square and rectangular footings, it has been found out that less attention is paid to determine the ultimate bearing capacity of eccentrically loaded circular foundation with different depth of embedment Df. Hence the present investigations are based on the load settlement behaviour of eccentrically loaded circular footing. Bearing capacity is different for centric and eccentric vertical loaded condition which is subjected to the foundation, the case of vertical load applied centrally to the foundation studied in most of the cases. Settlement and bearing capacity study of shallow footings is needed for design of a foundation. The investigation is undertaken to study the behaviour of bearing capacity and settlement of circular footing over sand bed. The test have been conducted for both surface and embedded foundations under eccentric and centric loads resting over sand bed. The investigation shows that ultimate bearing capacity of foundation depends on the different type of loading (Centric, eccentric) and the depth of embedment (Df/B). Tests were carried out at depth of embedment (Df/B) varies from zero to one and the eccentricity ratio (e/B) varies from zero to 0.15 with sand of relative density (Dr) equal to 69%. The present experiment is also analyzed and compared with the results of the previous investigations. In order to predict load-settlement behaviour and compare with experimental observation, equally analytical and numerical analysis (PLAXIS 3D) have also been conducted.
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NIRANJAN, SHEETAL. « EXPERIMENTAL INVESTIGATION ON BEHAVIOUR OF ECCENTRICALLY LOADED MODEL FOOTING ON WEAK SOIL ». Thesis, 2021. http://dspace.dtu.ac.in:8080/jspui/handle/repository/19369.

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Foundation in simple term is a part of structure through which load is finally transmitted to the soil. Settlement of foundation is an important criteria to understand the failure of foundation. In eccentrically loaded footing the settlement observed is different from concentric loaded footing hence it becomes important to observe the change in settlement due to variation in load eccentricity. Weak soil is a problematic condition on field as settlement observed is large hence geogrid material layer is reinforced at a suitable depth to observed the change in settlement. In the present study eccentric load is applied on a rectangular model footing at different values of eccentricity and by placing geogrid layer at different depth below the footing in weak soil. A uniformly increasing load is applied at a particular load eccentricity & for a geogrid layer and the settlement is noted for different load values. As a result the settlement observed in case of reinforced case is less than unreinforced case and with increase in eccentricity upto kern boundary the nature of settlement observed is different from the case when the load is applied outside the kern boundary.
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Mahanta, Annapurna. « Bearing Capacity of Eccentrically Loaded Embedded Square Footing on Geogrid Reinforced Sand ». Thesis, 2015. http://ethesis.nitrkl.ac.in/7512/1/153.pdf.

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Although lot many research works have been conducted on shallow foundations, still eccentric loadings under geogrid reinforced sand bed for different overburden depths are manifested very less. In this thesis, a sharp look has been given to the behavior of square footings under different loading conditions. Here, a number of tests have been carried out on square footing ,of dimension, 10cm x 10cm, on reinforced sand bed. The eccentricities of the footing are varied from 0.05B to 0.15B,with an increment of 0.05B. The biaxial geogrid used here is TGB-40, placed in varying number of layers as 0, 2, 3, 4. The embedment depth is also varied as 0.5B to 1.0B (where B is the width of the footing). The distance between the consecutive geogrids is maintained in a constant manner for all the experiments. A relative density of 69% is achieved during all the tests. The Settlement occurred at increasing loading rate is plotted on graphs, from where the load carrying capacity is found out using tangent intersection method. From the limited experiments conducted in the laboratory, an empirical equation has been developed to determine the load carrying capacity of square embedded footing under eccentric load resting over geogrid-reinforced sand by knowing the bearing capacity of the same footing under similar conditions but under centric load. This is achieved by use of reduction factor. Keywords – load carrying capacity, eccentricity, embedment depth, settlement, number of geogrid layers
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RANJAN, BHASKAR. « NUMERICAL ANALYSIS OF CENTRALLY AND ECCENTRICALLY LOADED SQUARE FOOTING ON GEOGRID-REINFORCED SOIL ». Thesis, 2020. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18077.

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Since Terzaghi gives his hypothesis “Theoretical soil Mechanics (1943)”, various researches have been published their works on the ultimate bearing capacity of the foundation. Most of these works are related to vertical centric loading. A few works have also done on eccentric loading. After going through a lot of existing literature, evidence suggested that reinforcement could be an effective method to increase the bearing capacity of foundation in eccentric and centric loading. But a detailed study for eccentric loading for square footing is not done. The purpose of this work is to find the optimum value of depth ratio (u/B), (h/B), width ratio (b/B), the number of geogrid layers (N), and also the effect of eccentricity on bearing capacity of the foundation. To achieve this numerical simulation of square footing (B=3m, D=0.5m) embedded in a reinforced sand bed is carried out using OPTUM G2 software. Mohr-Coulomb material model is used in the simulation. The impact of placement depth of geogrid layer, number of the geogrids, and width of geogrid layer on bearing capacity of footing for the various eccentric load (e/B = 0, 0.05, 0.1, 0.15) are examined. The Test result shows that the optimum value of u/B varies between 0.3–0.4, the optimum value of h/B varies between 0.3-0.4, the optimum value of b/B = 7, and the optimum value of N=3 for square footing.
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Rajput, Shubham. « Effect of Flexible Void on Ultimate Bearing Capacity of Eccentrically Loaded Shallow Strip Footing on Granular Soil ». Thesis, 2016. http://ethesis.nitrkl.ac.in/8072/1/2016-MT-214CE1072-Effect_of_Flexible_Void.pdf.

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Since the development of Terzaghi's theory on the ultimate bearing capacity of shallow foundations in 1943, outcomes of various studies either theoretical, experimental and numerical, done by various investigators has been brought into light. Apart from centric vertical load, various researchers have also studied the effect of eccentric vertical load, centric inclined load and eccentrically inclined load on foundation system. Due to chemical flow, underground pipe lines, mining, blasting and other underground activities, which have dynamic impact on the soil creates flexible voids below the foundation. Nearness of void underneath the footing influences the stability itself and causes serious harm to the structure. Based on the literature review, it appears that limited research has been carried out in the field of ultimate bearing capacity of shallow foundation, when the foundation is subjected to eccentric vertical load having a void beneath the foundation. The origin of present study targets that scarcity in research. In order to achieve the objective, one hundred and fifty-six numbers of numerical models have been made using PLAXIS to study the ultimate bearing capacity of shallow strip foundation resting over dry sand bed with the flexible void underneath the footing. The embedment ratio (Df /B) was varied from zero to one. The eccentricity was varied from 0 to 0.15B (where, B = width of footing) with an increment of 0.05B. The effect of flexible void on the ultimate bearing capacity of the footing has been analyzed by varying the size (D = Diameter of void), location (L = Location of void below foundation base) and horizontal distance (H) of the voids from center line of the footing. Based on the numerical results, three numbers of reduction factors are developed to predict the ultimate bearing capacity of shallow strip footing lying over a void on dry sand bed by knowing the ultimate bearing capacity of footing in the absence of flexible void.
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Tseng, Huan-Chieh, et 曾煥杰. « Optimal Design of Eccentrically Loaded Reinforced Concrete Footings Using Neural Networks ». Thesis, 2019. http://ndltd.ncl.edu.tw/handle/my9339.

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碩士
義守大學
土木與生態工程學系
107
This thesis aims to optimally design the eccentrically loaded reinforced concrete footings. According to the domestic design code requirements for concrete engineering and commentary (Civil 401-100), the constraints of genetic algorithms are built by considering the bending moment, beam shear, punching shear, allowable soil pressure, development length for reinforcement, clear distance between parallel deformed bars as well as upper and lower limits of reinforcement. The objective function is to minimize the total cost of the concrete and reinforcement; the design variables are the width, length and thickness of the footing and the number of bars in the long and short directions, all of which are integral. There are totally 720 sets of optimal data obtained from the genetic algorithms. They will be randomly divided into training set (70%), validation set (15 %) and test set (15%) by the neural network. The training set is used to train the neural network and the test set is to determine the accuracy of the neural network by linear regression analysis. The thesis first uses the feedforward backpropagation neural network. The input vector consists of the dead load, live load, allowable bearing capacity, compressive strength of concrete, unit weight of soil and eccentricity; the output vector consists of the width, length and thickness of the footing, the number of bars in the long and short directions as well as the total price. The trainbr function of MLTLAB is employed to find the number of the effective parameters required in the neural network, from which the number of neurons in the hidden can be derived. Only 10 neurons in this thesis are needed to have an excellent neutral network. After substituting the test data into the trained neural network, the regression results of 6 outputs and targets are found to have the correlation coefficients between 0.998 to 0.9998. Then the radial basis network is applied. There are two design functions:newrb and newrbe. When the newrb function is used, the correlation coefficients for the 6 outputs and targets range from 0.9969 to 0.9996. The performance is a little bit worse than the feedforward backpropagation neural network. In addition, it also needs more neurons in the hidden layer than the feedforward backpropagation neural network. Due to the overfitting problem, the performance of the newrbe function is worse than the newrb function.
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Mahendar, Regoti. « Ultimate Bearing Capacity of Strip Footing on Granular Soil Under Eccentrically Inclined Load- A Numerical Approach ». Thesis, 2015. http://ethesis.nitrkl.ac.in/7182/1/Ultimate_Mahendar_2015.pdf.

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Since the publication of Terzaghi’s theory on the ultimate bearing capacity of shallow foundations in 1943, results of numerous studies—theoretical, experimental and numerical—by various investigators have been published. Most of the studies relate to the case of a vertical load applied centrally to the foundation. Meyerhof (1953) developed empirical procedures for estimating the ultimate bearing capacity of foundations subjected to eccentric and inclined loads. Recently, Patra et al. (2012a, 2012b) developed two empirical equations to determine the ultimate bearing capacity of eccentrically inclined loaded strip footing. Based on the review of the existing literature on the bearing capacity of shallow foundations, it appears that limited attention has been paid to estimate the ultimate bearing capacity when the foundation is subjected to both eccentric and inclined load and the objective of present study stems from this paucity. In order to arrive at the objective and to quantify certain parameters, extensive numerical models have been made to determine the ultimate bearing capacity of shallow strip foundation resting over sand bed and subjected to eccentric and inclined loads. The models are made with three relative density of sand i.e. dense sand and medium dense sand. The load inclination has been varied from 0° to 20° whereas the eccentricity varies from 0 to 0.15B (B = width of footing). Depth of the footing is varied from 0 to B with an increment of 0.5B. In most cases of analysis of such problems; the line of load application is towards the center line of the footing. However, in this thesis, it is investigated for the two possible ways of line of load application i.e. (i) towards and (ii) away from the center line of the footing. Based on the analysis of numerical models result, the results of medium dense and dense sand are compared with the reduction factor developed by Patra et al. (2012a, 2012b) for each mode iv of load application. This reduction factor will compute the ultimate bearing capacity of footing subjected to eccentric and inclined load by knowing the ultimate bearing capacity of footings under centric vertical load at the same depth of footing. Finally, the numerical model results are compared with the existing theories and the comparison seems to be good
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Kanhar, Debasish. « Behaviour of Surface Strip Footing on Soft Soil Subjected to Eccentrical and Inclined Load ». Thesis, 2017. http://ethesis.nitrkl.ac.in/8729/1/2017_MT_DKanhar.pdf.

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The soil around foundation plays a very critical role during its performance. The strip foundation is one in which inclined or eccentric loads surrounds soil mass beneath footing. The strip form an enclosure in which soil is confined and works as a unit with the overlain foundation to transfer superstructure load to essentially at the level of strip resulting increase in the ultimate bearing capacity of the structure. This present works is an attempt to behavior of strip footing subjected to an eccentric and inclined load on soft soil. The failure mechanism of strip footing located above the soils is studied analytically. The present work focused on the analysis of strip footing subjected to inclined and eccentric load using finite element software PLAXIS 2D. The various parameter considered for the study were inclined load, eccentric load, inclination angle, width of strip footing(B), depth of footing in terms of height(H), the ratio of eccentricity from applied to the width of footing(e/B), plasticity index of soft soil. Figures involving the load carrying capacity with affecting factors presented. The result indicates the strip foundation had significant effect in improving the ultimate bearing capacity with different plasticity index. The depth of footing does not show any improvement in ultimate bearing capacity.
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Chapitres de livres sur le sujet "ECCENTRICALLY LOADED FOOTING"

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Mahapatra, Srikalpa Rajguru, et Rupashree Ragini Sahoo. « Bearing Capacity of Eccentrically Loaded Circular Footing Supported on Reinforced Sand ». Dans Lecture Notes in Civil Engineering, 471–86. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6346-5_41.

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Chaudhary, Vaibhav, et Jitendra Singh Yadav. « Prediction of Ultimate Bearing Capacity of Eccentrically Inclined Loaded Strip Footing Resting Over Dense and Medium Dense Sand Using Generalized Regression Neural Network ». Dans Dynamics of Soil and Modelling of Geotechnical Problems, 55–67. Singapore : Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-5605-7_6.

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Zerguine, Salah, Djamel Benmeddour, Mohamed Younes Ouahab, Abdelhak Mabrouki et Mekki Mellas. « Bearing Capacity of Eccentrically Loaded Strip Footings Near a Slope ». Dans GCEC 2017, 1285–93. Singapore : Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8016-6_91.

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Pham, N. Quang, et Satoru Ohtsuka. « Numerical Investigation on Bearing Capacity of Rigid Footing on Sandy Soils Under Eccentrically Inclined Load ». Dans Lecture Notes in Civil Engineering, 333–41. Singapore : Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7735-9_37.

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Actes de conférences sur le sujet "ECCENTRICALLY LOADED FOOTING"

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Aishwarya, K. M., et N. C. Balaji. « Analysis and design of eccentrically loaded corner combined footing for rectangular columns ». Dans ADVANCES IN SUSTAINABLE CONSTRUCTION MATERIALS. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0144289.

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Corey, Ryan, et Jie Han. « Analysis of Structurally Restrained Eccentrically Loaded Footings ». Dans GeoFlorida 2010. Reston, VA : American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)168.

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Soubra, Abdul-Hamid. « Reliability-Based Analysis and Design of Eccentrically Loaded Footings ». Dans International Foundation Congress and Equipment Expo 2009. Reston, VA : American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41022(336)49.

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Corey, Ryan, et Jie Han. « Numerical Analysis of Soil Stress Distribution under Restrained and Eccentrically Loaded Footings Considering Soil Strength ». Dans Geo-Frontiers Congress 2011. Reston, VA : American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)32.

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