Log in

Relevant bibliographies by topics / ECCENTRICALLY LOADED FOOTING / Journal articles

To see the other types of publications on this topic, follow the link: ECCENTRICALLY LOADED FOOTING.

Journal articles on the topic 'ECCENTRICALLY LOADED FOOTING'

Author: Grafiati

Published: 11 September 2023

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

Select a source type:

Consult the top 50 journal articles for your research on the topic 'ECCENTRICALLY LOADED 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.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

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

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

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

Full text

Abstract:

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 wi

APA, Harvard, Vancouver, ISO, and other styles

3

Major, Maciej, Izabela Major, Daniela Kuchárová, and Krzysztof Kuliński. "On the Eccentrically Loaded Socket Footings With Cut - Off Pyramid Shaped Socket." Civil and Environmental Engineering 15, no. 1 (2019): 58–69. http://dx.doi.org/10.2478/cee-2019-0009.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

4

Al-Jubair, Haider S., and Jawdat K. Abbas. "Bearing Capacity of Eccentrically Loaded Strip Footing Near The Edge of Cohesive Slope." Tikrit Journal of Engineering Sciences 14, no. 2 (2007): 32–48. http://dx.doi.org/10.25130/tjes.14.2.02.

Full text

Abstract:

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)

APA, Harvard, Vancouver, ISO, and other styles

5

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

6

Saran, Swami, and R. K. Agarwal. "Bearing Capacity of Eccentrically Obliquely Loaded Footing." Journal of Geotechnical Engineering 117, no. 11 (1991): 1669–90. http://dx.doi.org/10.1061/(asce)0733-9410(1991)117:11(1669).

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

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

Full text

Abstract:

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 incre

APA, Harvard, Vancouver, ISO, and other styles

8

Tang, Chong, Kok-Kwang Phoon та 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, № 6 (2015): 694–707. http://dx.doi.org/10.1139/cgj-2013-0378.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

9

Al-Tirkity, Jawdat K., and Akram H. Al-Taay. "Bearing Capacity of Eccentrically Loaded Strip Footing on Geogrid Reinforced Sand." Tikrit Journal of Engineering Sciences 19, no. 1 (2022): 14–22. http://dx.doi.org/10.25130/tjes.19.1.02.

Full text

Abstract:

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 embe

APA, Harvard, Vancouver, ISO, and other styles

10

Plevko, V. S., and A. I. Polishchuk. "Assigning dimensions of the footing of eccentrically loaded foundations." Soil Mechanics and Foundation Engineering 30, no. 5 (1993): 196–200. http://dx.doi.org/10.1007/bf01712258.

Full text

APA, Harvard, Vancouver, ISO, and other styles

11

Abdi, Abdelmadjid, Khelifa Abbeche, Djamel Athmania, and Mounir Bouassida. "Effective Width Rule in the Analysis of Footing on Reinforced Sand Slope." Studia Geotechnica et Mechanica 41, no. 1 (2019): 42–55. http://dx.doi.org/10.2478/sgem-2019-0005.

Full text

Abstract:

AbstractThis paper presents the results obtained from an experimental programme and numerical investigations conducted on model tests of strip footing resting on reinforced and unreinforced sand slopes. The study focused on the determination of ultimate bearing capacity of strip footing subjected to eccentric load located either towards or opposite to the slope facing. Strip footing models were tested under different eccentricities of vertical load. The obtained results from tests conducted on unreinforced sand slope showed that the increase in eccentricity of applied load towards the slope fa

APA, Harvard, Vancouver, ISO, and other styles

12

A. Abdi, K. Abbeche, R. Boufarh, and B. Mazouz. "Experimental and Numerical Investigation of an Eccentrically Loaded Strip Footing on Reinforced Sand Slope." Electronic Journal of Structural Engineering 18, no. 2 (2018): 7–15. http://dx.doi.org/10.56748/ejse.182592.

Full text

Abstract:

An experimental program and numerical computations were performed to investigate the slope effect on the bearing capacity of an eccentrically loaded strip footing. Two cases were considered: unreinforced sand slope and reinforced slope by geogrid. Tests were conducted on scaled footing models under various eccentric loads. A parametric study was carried out to examine the effect of the slope on the bearing capacity and the depth of geogrid layers under different eccentric loads. It was shown that the location of the eccentricity of applied load with respect to the slope face has a significant

APA, Harvard, Vancouver, ISO, and other styles

13

Kaur, Arshdeep, and Arvind Kumar. "Behavior of eccentrically inclined loaded footing resting on fiber reinforced soil." Geomechanics and Engineering 10, no. 2 (2016): 155–74. http://dx.doi.org/10.12989/gae.2016.10.2.155.

Full text

APA, Harvard, Vancouver, ISO, and other styles

14

Dobrzański, Jędrzej, and Marek Kawa. "Bearing capacity of eccentrically loaded strip footing on spatially variable cohesive soil." Studia Geotechnica et Mechanica 43, no. 4 (2021): 425–37. http://dx.doi.org/10.2478/sgem-2021-0035.

Full text

Abstract:

Abstract The study considers the bearing capacity of eccentrically loaded strip footing on spatially variable, purely cohesive soil. The problem is solved using the random finite element method. The anisotropic random field of cohesion is generated using the Fourier series method, and individual problems within performed Monte Carlo simulations (MCSs) are solved using the Abaqus finite element code. The analysis includes eight different variants of the fluctuation scales and six values of load eccentricity. For each of these 48 cases, 1000 MCSs are performed and the probabilistic characteristi

APA, Harvard, Vancouver, ISO, and other styles

15

Abdi, A., K. Abbeche, B. Mazouz, and R. Boufarh. "Bearing Capacity of an Eccentrically Loaded Strip Footing on Reinforced Sand Slope." Soil Mechanics and Foundation Engineering 56, no. 4 (2019): 232–38. http://dx.doi.org/10.1007/s11204-019-09596-5.

Full text

APA, Harvard, Vancouver, ISO, and other styles

16

Şadoğlu, E. "Numerical analysis of centrally and eccentrically loaded strip footing on geotextile-reinforced sand." Geosynthetics International 22, no. 3 (2015): 225–34. http://dx.doi.org/10.1680/gein.15.00007.

Full text

APA, Harvard, Vancouver, ISO, and other styles

17

Hassan, Hussam Aldeen J., and Ressol R. Shakir. "Ultimate bearing capacity of eccentrically loaded square footing over geogrid-reinforced cohesive soil." Journal of the Mechanical Behavior of Materials 31, no. 1 (2022): 337–44. http://dx.doi.org/10.1515/jmbm-2022-0035.

Full text

Abstract:

Abstract Construction of shallow foundations on weak cohesive soils have limited load-bearing capacity and excessive vertical displacement. This may cause structural damage and reduce the structure’s durability. Traditionally, weak cohesive soils are excavated and replaced with another stronger material layer, or the foundation is enlarged. These procedures are costly and time-consuming. However, these soils are also difficult to stabilize due to their low permeability and slow consolidation. Therefore, it has become necessary to use geosynthetic material. In this study, a square footing model

APA, Harvard, Vancouver, ISO, and other styles

18

Örnek, M., M. Çalişici, Y. Türedi, and N. Kaya. "Investigation of Skirt Effect on Eccentrically Loaded Model Strip Footing Using Laboratory Tests." Soil Mechanics and Foundation Engineering 58, no. 3 (2021): 215–22. http://dx.doi.org/10.1007/s11204-021-09731-1.

Full text

APA, Harvard, Vancouver, ISO, and other styles

19

Zhang, Rui, Heng Zhao, and Gaoqiao Wu. "FELA investigation of eccentrically-loaded footing on parallel tunnels constructed in rock masses." Computers and Geotechnics 153 (January 2023): 105102. http://dx.doi.org/10.1016/j.compgeo.2022.105102.

Full text

APA, Harvard, Vancouver, ISO, and other styles

20

Saran, Swami, and R. K. Agarwal. "Erratum: "Bearing Capacity of Eccentrically Obliquely Loaded Footing" (November, 1991, Vol. 117, No. 11)." Journal of Geotechnical Engineering 119, no. 2 (1993): 400. http://dx.doi.org/10.1061/(asce)0733-9410(1993)119:2(400).

Full text

APA, Harvard, Vancouver, ISO, and other styles

21

Behera, R. N., C. R. Patra, N. Sivakugan, and B. M. Das. "Prediction of ultimate bearing capacity of eccentrically inclined loaded strip footing by ANN, part I." International Journal of Geotechnical Engineering 7, no. 1 (2013): 36–44. http://dx.doi.org/10.1179/1938636212z.00000000012.

Full text

APA, Harvard, Vancouver, ISO, and other styles

22

Behera, R. N., C. R. Patra, N. Sivakugan, and B. M. Das. "Prediction of ultimate bearing capacity of eccentrically inclined loaded strip footing by ANN: Part II." International Journal of Geotechnical Engineering 7, no. 2 (2013): 165–72. http://dx.doi.org/10.1179/1938636213z.00000000019.

Full text

APA, Harvard, Vancouver, ISO, and other styles

23

Dastpak, Pooya, Saeed Abrishami, Sohrab Sharifi, and Abdolah Tabaroei. "Experimental study on the behavior of eccentrically loaded circular footing model resting on reinforced sand." Geotextiles and Geomembranes 48, no. 5 (2020): 647–54. http://dx.doi.org/10.1016/j.geotexmem.2020.03.009.

Full text

APA, Harvard, Vancouver, ISO, and other styles

24

Wu, Gaoqiao, Rui Zhang, Minghua Zhao, and Shuai Zhou. "Undrained stability analysis of eccentrically loaded strip footing lying on layered slope by finite element limit analysis." Computers and Geotechnics 123 (July 2020): 103600. http://dx.doi.org/10.1016/j.compgeo.2020.103600.

Full text

APA, Harvard, Vancouver, ISO, and other styles

25

Abdel‐Baki, Sherif, and G. P. Raymond. "Discussion of “ Bearing Capacity of Eccentrically Obliquely Loaded Footing ” by Swami Saran and R. K. Agarwal (November, 1991, Vol. 117, No. 11)." Journal of Geotechnical Engineering 119, no. 2 (1993): 394–96. http://dx.doi.org/10.1061/(asce)0733-9410(1993)119:2(394).

Full text

APA, Harvard, Vancouver, ISO, and other styles

26

Ghaly, Ashraf, Adel Hanna, and Mohamed Abd El‐Rahman. "Discussion of “ Bearing Capacity of Eccentrically Obliquely Loaded Footing ” by Swami Saran and R. K. Agarwal (November, 1991, Vol. 117, No. 11)." Journal of Geotechnical Engineering 119, no. 2 (1993): 396–98. http://dx.doi.org/10.1061/(asce)0733-9410(1993)119:2(396).

Full text

APA, Harvard, Vancouver, ISO, and other styles

27

Saran, Swami, and R. K. Agarwal. "Closure to “ Bearing Capacity of Eccentrically Obliquely Loaded Footing ” by Swami Saran and R. K. Agarwal (November, 1991, Vol. 117, No. 11)." Journal of Geotechnical Engineering 119, no. 2 (1993): 398–400. http://dx.doi.org/10.1061/(asce)0733-9410(1993)119:2(398).

Full text

APA, Harvard, Vancouver, ISO, and other styles

28

Jao, M., F. Ahmed, G. Muninarayana, and M. C. Wang. "Stability of eccentrically loaded footings on slopes." Geomechanics and Geoengineering 3, no. 2 (2008): 107–11. http://dx.doi.org/10.1080/17486020802010772.

Full text

APA, Harvard, Vancouver, ISO, and other styles

29

Rawat, Sanket, and Ravi Kant Mittal. "Optimization of Eccentrically Loaded Reinforced-Concrete Isolated Footings." Practice Periodical on Structural Design and Construction 23, no. 2 (2018): 06018002. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000366.

Full text

APA, Harvard, Vancouver, ISO, and other styles

30

Nasr, Ahmed M. A., and Waseim R. Azzam. "Behaviour of eccentrically loaded strip footings resting on sand." International Journal of Physical Modelling in Geotechnics 17, no. 3 (2017): 177–94. http://dx.doi.org/10.1680/jphmg.16.00008.

Full text

APA, Harvard, Vancouver, ISO, and other styles

31

Behera, Rabi Narayan, and Chittaranjan Patra. "Ultimate Bearing Capacity Prediction of Eccentrically Inclined Loaded Strip Footings." Geotechnical and Geological Engineering 36, no. 5 (2018): 3029–80. http://dx.doi.org/10.1007/s10706-018-0521-z.

Full text

APA, Harvard, Vancouver, ISO, and other styles

32

Wieneke, Katrin, Dominik Kueres, Carsten Siburg, and Josef Hegger. "Investigations on the punching shear behaviour of eccentrically loaded footings." Structural Concrete 17, no. 6 (2016): 1047–58. http://dx.doi.org/10.1002/suco.201500127.

Full text

APA, Harvard, Vancouver, ISO, and other styles

33

de Koker, Nico, and Peter W. Day. "Reliability analysis of EN 1997 design approaches for eccentrically loaded footings." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 172, no. 2 (2019): 113–20. http://dx.doi.org/10.1680/jgeen.18.00030.

Full text

APA, Harvard, Vancouver, ISO, and other styles

34

Algin, Halil Murat. "Elastic Settlement under Eccentrically Loaded Rectangular Surface Footings on Sand Deposits." Journal of Geotechnical and Geoenvironmental Engineering 135, no. 10 (2009): 1499–508. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0000113.

Full text

APA, Harvard, Vancouver, ISO, and other styles

35

Campione, Giuseppe. "Practical Model for Load-Carrying Capacity of Eccentrically Loaded Square Column Footings." Practice Periodical on Structural Design and Construction 23, no. 4 (2018): 04018023. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000385.

Full text

APA, Harvard, Vancouver, ISO, and other styles

36

Kaur, Arshdeep, and Arvind Kumar. "Bearing Capacity of Eccentrically–Obliquely Loaded Footings Resting on Fiber-Reinforced Sand." Geotechnical and Geological Engineering 32, no. 1 (2013): 151–66. http://dx.doi.org/10.1007/s10706-013-9699-2.

Full text

APA, Harvard, Vancouver, ISO, and other styles

37

Saran, Swami, Surendra Kumar, K. Garg, and Arvind Kumar. "Model tests on eccentrically and obliquely loaded footings resting on reinforced sand." International Journal of Geotechnical Engineering 2, no. 3 (2008): 179–97. http://dx.doi.org/10.3328/ijge.2008.02.03.179-197.

Full text

APA, Harvard, Vancouver, ISO, and other styles

38

El-Naqeeb, Mohamed H., and Basem S. Abdelwahed. "Numerical investigations on punching shear behavior of eccentrically loaded reinforced concrete footings." Engineering Structures 279 (March 2023): 115598. http://dx.doi.org/10.1016/j.engstruct.2023.115598.

Full text

APA, Harvard, Vancouver, ISO, and other styles

39

Viladkar, M. N., Adnan Jayed Zedan, and Swami Saran. "Non-dimensional correlations for design of eccentrically obliquely loaded footings on cohesionless soils." International Journal of Geotechnical Engineering 7, no. 4 (2013): 333–45. http://dx.doi.org/10.1179/1938636213z.00000000049.

Full text

APA, Harvard, Vancouver, ISO, and other styles

40

Wu, Gaoqiao, Minghua Zhao, Rui Zhang, and Guanting Liang. "Ultimate bearing capacity of eccentrically loaded strip footings above voids in rock masses." Computers and Geotechnics 128 (December 2020): 103819. http://dx.doi.org/10.1016/j.compgeo.2020.103819.

Full text

APA, Harvard, Vancouver, ISO, and other styles

41

Sadoglu, Erol, Evrim Cure, Berkan Moroglu, and Bayram Ali Uzuner. "Ultimate loads for eccentrically loaded model shallow strip footings on geotextile-reinforced sand." Geotextiles and Geomembranes 27, no. 3 (2009): 176–82. http://dx.doi.org/10.1016/j.geotexmem.2008.11.002.

Full text

APA, Harvard, Vancouver, ISO, and other styles

42

El Sawwaf, Mostafa. "Experimental and Numerical Study of Eccentrically Loaded Strip Footings Resting on Reinforced Sand." Journal of Geotechnical and Geoenvironmental Engineering 135, no. 10 (2009): 1509–18. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0000093.

Full text

APA, Harvard, Vancouver, ISO, and other styles

43

El Sawwaf, M., and A. Nazir. "Behavior of Eccentrically Loaded Small-Scale Ring Footings Resting on Reinforced Layered Soil." Journal of Geotechnical and Geoenvironmental Engineering 138, no. 3 (2012): 376–84. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0000593.

Full text

APA, Harvard, Vancouver, ISO, and other styles

44

Fraser Bransby, M. "Failure envelopes and plastic potentials for eccentrically loaded surface footings on undrained soil." International Journal for Numerical and Analytical Methods in Geomechanics 25, no. 4 (2001): 329–46. http://dx.doi.org/10.1002/nag.132.

Full text

APA, Harvard, Vancouver, ISO, and other styles

45

Krabbenhoft, Sven, Lars Damkilde, and Kristian Krabbenhoft. "Lower-bound calculations of the bearing capacity of eccentrically loaded footings in cohesionless soil." Canadian Geotechnical Journal 49, no. 3 (2012): 298–310. http://dx.doi.org/10.1139/t11-103.

Full text

Abstract:

Lower-bound calculations based on the finite element method are used to determine the bearing capacity of a strip foundation subjected to a vertical, eccentric load on cohesionless soil with varying surcharges. The soil is assumed perfectly plastic following the Mohr–Coulomb failure criterion. The results are reported as tables and graphs showing the bearing capacity as a function of the eccentricity and surcharge. Normalised interaction diagrams in the vertical force versus moment plane have been produced. The results from the analysis are in reasonable agreement with existing methods for sma

APA, Harvard, Vancouver, ISO, and other styles

46

El-Naqeeb, Mohamed H., and Basem S. Abdelwahed. "Numerical assessment of punching shear strength of eccentrically loaded footings with nonconventional shear reinforcement." Structures 49 (March 2023): 716–29. http://dx.doi.org/10.1016/j.istruc.2023.01.147.

Full text

APA, Harvard, Vancouver, ISO, and other styles

47

Cure, Evrim, Erol Sadoglu, Emel Turker, and Bayram Ali Uzuner. "Decrease trends of ultimate loads of eccentrically loaded model strip footings close to a slope." Geomechanics and Engineering 6, no. 5 (2014): 469–85. http://dx.doi.org/10.12989/gae.2014.6.5.469.

Full text

APA, Harvard, Vancouver, ISO, and other styles

48

Sangjinda, Kongtawan, Rungkhun Banyong, Saif Alzabeebee, and Suraparb Keawsawasvong. "Developing soft-computing regression model for predicting bearing capacity of eccentrically loaded footings on anisotropic clay." Artificial Intelligence in Geosciences 4 (December 2023): 68–75. http://dx.doi.org/10.1016/j.aiig.2023.05.001.

Full text

APA, Harvard, Vancouver, ISO, and other styles

49

Fathipour, Hessam, Meghdad Payan, Reza Jamshidi Chenari, and Behzad Fatahi. "General failure envelope of eccentrically and obliquely loaded strip footings resting on an inherently anisotropic granular medium." Computers and Geotechnics 146 (June 2022): 104734. http://dx.doi.org/10.1016/j.compgeo.2022.104734.

Full text

APA, Harvard, Vancouver, ISO, and other styles

50

Cure, Evrim, Emel Turker, and Bayram Ali Uzuner. "Analytical and experimental study for ultimate loads of eccentrically loaded model strip footings near a sand slope." Ocean Engineering 89 (October 2014): 113–18. http://dx.doi.org/10.1016/j.oceaneng.2014.07.018.

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!