Дисертації з теми "Shallow footings"
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Al-Karni, Awad Ali. "Seismic settlement and bearing capacity of shallow footings on cohesionless soil." Diss., The University of Arizona, 1993. http://hdl.handle.net/10150/186284.
Повний текст джерелаBarnwell, Nicholas Valgardson. "Experimental Testing of Shallow Embedded Connections Between Steel Columns and Concrete Footings." BYU ScholarsArchive, 2015. https://scholarsarchive.byu.edu/etd/4428.
Повний текст джерелаElhakim, Amr F. "Evaluation of shallow foundation displacements using soil small-strain stiffness." Diss., Available online, Georgia Institute of Technology, 2005, 2005. http://etd.gatech.edu/theses/available/etd-06242005-110638/.
Повний текст джерелаMayne, Paul, Committee Chair ; Puzrin, Alexander, Committee Member ; Germanovich, Leonid, Committee Member ; Lowell, Robert, Committee Member ; Rix, Glenn, Committee Member.
Elvidge, Christopher B. "Effect of reinforcement length on the bearing capacity of footings on shallow granular layers." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0003/MQ45273.pdf.
Повний текст джерелаMeranda, Jill L. "Analysis of Spread Footing Foundations as a Highway Bridge Alternative." Ohio University / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1132692323.
Повний текст джерелаSerridge, Colin J. "An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits." Thesis, Anglia Ruskin University, 2013. http://arro.anglia.ac.uk/316364/.
Повний текст джерелаSerridge, Colin J. "An evaluation of partial depth dry bottom-feed vibro stone columns to support shallow footings in deep soft clay deposits." Thesis, Anglia Ruskin University, 2013. https://arro.anglia.ac.uk/id/eprint/316364/1/Colin%20J.%20Serridge%20PhD%20Thesis%20pdf%20%2801%29%20copy.pdf.
Повний текст джерелаMohamed, Fathi Mohamed Omar. "Bearing Capacity and Settlement Behaviour of Footings Subjected to Static and Seismic Loading Conditions in Unsaturated Sandy Soils." Thèse, Université d'Ottawa / University of Ottawa, 2014. http://hdl.handle.net/10393/30661.
Повний текст джерелаSadler, Ashley Lauren. "Rotational Stiffness Models for Shallow Embedded Column-to-Footing Connections." BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/6752.
Повний текст джерелаHanks, Kevin N. "Rotational Strength and Stiffness of Shallowly Embedded Base Connections in Steel Moment Frames." BYU ScholarsArchive, 2016. https://scholarsarchive.byu.edu/etd/6261.
Повний текст джерелаSoelarso, Soelarso. "On the finite element analysis and design of the spider net system footing (SNSF) considering static and seismic loadings." Thesis, Compiègne, 2021. https://bibliotheque.utc.fr/Default/doc/SYRACUSE/2021COMP2656.
Повний текст джерелаThis thesis is devoted to a thorough understanding of the mechanical behavior of shallow foundations of buildings built on relatively soft soils, based on three-dimensional finite element numerical modelling. The shallow foundations involved allow the diffusion and transfer of loads, as for "spider webs" or "chicken feet". They are frequently used in Indonesia and called Spider Net System Footing (SNSF). These types of foundations are suitable for soft soils but also resistant under earthquake actions. They have little been studied from a scientific point of view. The finite element modeling approach in three-dimensional elasticity is well suited to take into account the couplings of the foundation with the upper structure and with the supporting soil. After validation of our finite element models by comparing our results with existing numerical and experimental ones, we propose two types of analyses based on geometric, mechanical and material data extracted from of a recent construction on the island of Java, Province of Banten. The first type of analyses allows fine relevant modelling of the static behavior of a foundation cell with two columns, subjected to vertical gravity loads. The second type of modelling makes it possible to estimate the frequencies of free vibrations and to study the behavior of a representative foundation cell subjected to seismic actions, under equivalent lateral loads via the Elastic Response Spectrum Approach. The present work includes not only detailed analyses with existing data but also a design proposal for future projects. Special attention is also paid to the role of the foundation and the supporting soil on the axial rigidity, vibration frequencies and bending stiffness. Almost all finite element analyses have been done using the Hyperworks software from Altair (Hypermesh, Optistruct)
Lebegue, Yves. "Fondations superficielles sur milieu homogène horizontal ou incliné et sur milieu hétérogène sable sur argile molle." Poitiers, 1987. http://www.theses.fr/1987POIT2023.
Повний текст джерелаAndrews, Martin. "Computation of bearing capacity coefficients for shallow footings on cohesionless slopes using stress characteristics." 1986. http://hdl.handle.net/1993/15347.
Повний текст джерелаRaji, M. "Endochronic Constitutive Model for Sands and Its Application to Geotechnical Problems." Thesis, 2013. http://etd.iisc.ernet.in/2005/3467.
Повний текст джерелаStrahler, Andrew W. "Bearing capacity and immediate settlement of shallow foundations on clay." Thesis, 2012. http://hdl.handle.net/1957/28739.
Повний текст джерелаGraduation date: 2012