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Dissertations / Theses on the topic 'Soft soil foundation'

Author: Grafiati

Published: 3 June 2025

Last updated: 20 July 2025

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1

Bamunawita, Chamari. "Soft clay foundation improvement via prefabricated vertical drains and vacuum preloading." Access electronically, 2004. http://www.library.uow.edu.au/adt-NWU/public/adt-NWU20041013.160202/index.html.

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2

Zhao, Lin Shuang. "Modelling column-supported and geosynthetic-reinforced embankment on soft soil foundation." Thesis, University of Macau, 2018. http://umaclib3.umac.mo/record=b3951591.

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3

Siribumrungwong, Boonlert. "Elasto-viscoplastic numerical analysis of soil-foundation interaction in soft clay ground." 京都大学 (Kyoto University), 2006. http://hdl.handle.net/2433/138510.

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Kyoto University (京都大学)<br>0048<br>新制・課程博士<br>博士(工学)<br>甲第12297号<br>工博第2626号<br>新制||工||1370(附属図書館)<br>24133<br>UT51-2006-J289<br>京都大学大学院工学研究科社会基盤工学専攻<br>(主査)教授岡二三生, 教授田村武, 教授大津宏康<br>学位規則第4条第1項該当

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4

Priadi, Eka. "Behaviour of Tiang Tongkat foundation over Pontianak soft organic soil using 3D-finite element analysis." Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola&quot, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:105-081293.

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Peat deposits are distributed mostly along the coast of West Kalimantan, Indonesia, particularly in and around the provincial capital of Pontianak. There are many problems with constructing over peat soil as the existence of this type of soil always generates geotechnical engineering problems for regional development. For light construction on peat land, several variations of Indonesian traditional floating wood foundations, commonly called tiang tongkat foundations, are still being used today. A tiang tongkat foundation of any dimension is constructed over different fields. The foundation was

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5

Khosravi, Mohammad. "Seismic Response of Structures on Shallow Foundations over Soft Clay Reinforced by Soil-Cement Grids." Diss., Virginia Tech, 2016. http://hdl.handle.net/10919/72978.

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This study uses dynamic centrifuge tests and three-dimensional (3D), nonlinear finite-difference analyses to: (1) evaluate the effect of soil-cement grid reinforcement on the seismic response of a deep soft soil profile, and (2) to examine the dynamic response of structures supported by shallow foundations on soft clay reinforced by soil-cement grids. The soil profile consisted of a 23-m-thick layer of lightly over-consolidated clay, underlain and overlain by thin layers of dense sand. Centrifuge models had two separate zones for a total of four different configurations: a zone without reinfor

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6

Rujikiatkamjorn, Cholachat. "Analytical and numerical modelling of soft clay foundation improvement via prefabricated vertical drains and vacuum preloading /." Access electronically, 2005. http://www.library.uow.edu.au/adt-NWU/public/adt-NWU20060523.123914/index.html.

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7

Kuo, Steven. "Scale Model Shake Table Testing of Shallow Embedded Foundations in Soft Clay." DigitalCommons@CalPoly, 2012. https://digitalcommons.calpoly.edu/theses/839.

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This research involves shake table testing of 1g scale models that mimic the coupled seismic response of a structure on a shallow mat foundation and foundation soil (known as soil-foundation-structural-interaction or SFSI). In previous research, SFSI effects have been quantified through analytical models, numerical analyses, and limited field data. This research works towards increasing the amount of empirical data through scale model shake table testing. A suite of earthquake time histories is considered in evaluating a nominal 10th scale soil-structure model using a flexible wall barrel on a

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8

Theland, Freddie. "Prediction and experimental validation of dynamic soil-structure interaction of an end-bearing pile foundation in soft clay." Licentiate thesis, KTH, Bro- och stålbyggnad, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-291021.

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In the built environment, human activities such as railway and road traffic, constructionworks or industrial manufacturing can give rise to ground borne vibrations. Such vibrations become a concern in urban areas as they can cause human discomfort or disruption of vibration sensitive equipment in buildings. In Sweden, geological formations of soft clay soils overlying till and a high quality bedrock are encountered in densely populated areas, which are soil conditions that are prone to high levels of ground borne vibrations. Under such soil conditions, end-bearing piles are often used in the d

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9

Schaefer, Vernon Ray. "Analysis of reinforced embankments and foundations overlying soft soils." Diss., Virginia Polytechnic Institute and State University, 1987. http://hdl.handle.net/10919/49886.

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The use of tensile reinforcement to increase the tensile strength and shear strength of soils has lead to many new applications of reinforced soil. The use of such reinforcing in embankments and foundations over weak soils is one of the most recent applications of this technology. The studies conducted were concerned with the development of and application of analytical techniques to reinforced soil foundations and embankments over weak soils. A finite element computer program was modified for application to reinforced soil structures, including consolidation behavior of the foundation soil.

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10

Mohd, Yusof Khairul Nizar B. "Composite foundations on Malaysian soft clay soil : applications of innovative techniques." Thesis, University of Leeds, 2012. http://etheses.whiterose.ac.uk/11310/.

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An innovative technique of electro osmosis coupled with vertical surcharge loading to accelerate the consolidation and stiffen Kaolin (China Clay Grade E) was investigated in this study. The geotechnical properties of this China Clay Kaolin Grade E and the design of electro osmotic consolidation chamber are discussed together with an explanation of the procedural concept of the electro osmotic consolidation chamber (i.e., the preparation of the apparatus and the clay sample, assembling of the electro osmotic consolidation chamber; and the experimental work). The plastic limit, liquid limit and

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11

Mekkawy, Mohamed Magdi. "Geotechnical remediation of transportation infrastructures nondestructive evaluation of bridge substructures and stabilization of soft foundation soils /." [Ames, Iowa : Iowa State University], 2007.

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12

Sengor, Mahmut Yavuz. "The Deformation Characteristics Of Deep Mixed Columns In Soft Clayey Soils: A Model Study." Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613075/index.pdf.

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Deep Mixing involves the introduction of cementitious or specially formulated solutions directly into the ground through the use of purpose built blending injection augers. The system is mainly designed to increase strength and reduce compressibility of treated soil. In the first stage of the research effective mixture ratios and mixture types of stabilizing agents were investigated for soft clays (CL form Eymir lake and kaolinite) by means of unconfined compression (UC) tests on stabilized soils. The unconfined compressive strength (UCS) values were obtained for 7,28,90 and 365 days of curing

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13

Bel, Justin. "Modélisation physique de l’impact du creusement d’un tunnel par tunnelier à front pressurisé sur des fondations profondes." Thesis, Lyon, 2018. http://www.theses.fr/2018LYSET002/document.

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Le travail de thèse présenté dans ce mémoire vise à analyser et à comprendre les mécanismes mis en jeu au niveau de l’impact du creusement d’un tunnel par bouclier à front pressurisé sur des fondations profondes avoisinantes. Cette thèse a été réalisée dans le cadre du projet européen NeTTUN, au sein du Laboratoire de Tribologie et de Dynamique des Systèmes (LTDS) de l’ENTPE. L’approche phénoménologique conduite lors de ces travaux repose sur deux importantes campagnes expérimentales réalisées à l’aide d’un dispositif unique au plan international de modèle réduit 1g de tunnelier à pression de

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14

Snyder, Jeffrey L. "Full-Scale Lateral-Load Tests of a 3x5 Pile Group in Soft Clays and Silts." Diss., CLICK HERE for online access, 2004. http://contentdm.lib.byu.edu/ETD/image/etd364.pdf.

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15

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.

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Dans la 1ere partie, etude theorique et experimentale (semelles de 6 et 20 cm dans du sable de loire) du comportement de semelles sur milieu homogene incline et avec charge inclinee (les contraintes de rupture sont superieures aux valeurs theoriques). Dans la 2eme partie, etude experimentale de semelles filantes, carrees et circulaires, poinconnant des couches de sable atteignant 2 fois la largeur de la fondation, et reposant sur de la graisse ou de la vase

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16

Antoine, Pierre-Cornélius. "Etude des dalles sur sols renforcés au moyen d'inclusions rigides ou non." Doctoral thesis, Universite Libre de Bruxelles, 2010. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/209997.

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Soft soil reinforcement by inclusion is a growing technique caracterized by a pile grid and a granular embankment introduced between the reinforced soil and the structure. Unlike traditionnal methods, the load is partially transferred to the pile heads by arching in the embankment. The application area of this research focuses on the shallow foundations case, in which the thickness of the embankment is small. The litterature review shows that only a few studies were dedicated to that case, and that fundamental questions remains concerning the load transfer in the embankment. Chosen method for

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17

Priadi, Eka. "Behaviour of Tiang Tongkat foundation over Pontianak soft organic soil using 3D-finite element analysis." Doctoral thesis, 2007. https://tubaf.qucosa.de/id/qucosa%3A22613.

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Abstract:

Peat deposits are distributed mostly along the coast of West Kalimantan, Indonesia, particularly in and around the provincial capital of Pontianak. There are many problems with constructing over peat soil as the existence of this type of soil always generates geotechnical engineering problems for regional development. For light construction on peat land, several variations of Indonesian traditional floating wood foundations, commonly called tiang tongkat foundations, are still being used today. A tiang tongkat foundation of any dimension is constructed over different fields. The foundation was

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18

Priadi, Eka [Verfasser]. "Behaviour of tiang tongkat foundation over pontianak soft organic soil using 3D-finite element analysis / submitted by Eka Priadi." 2007. http://d-nb.info/989559009/34.

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19

Saride, Sireesh. "Behaviour Of Geocell Reinforced Foundation Beds." Thesis, 2005. https://etd.iisc.ac.in/handle/2005/1489.

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20

Saride, Sireesh. "Behaviour Of Geocell Reinforced Foundation Beds." Thesis, 2005. http://etd.iisc.ernet.in/handle/2005/1489.

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21

Hegde, Amarnath. "Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies." Thesis, 2014. http://etd.iisc.ac.in/handle/2005/2993.

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The various aspects of the 3D cellular confinement systems (geocells) subjected to static loading are comprehensively studied with the help of experimental and numerical studies. The performances of the geocells were separately studied in both sand and clay beds. Laboratory tests were performed on single as well as multiple cells. The behavior of 3D-cells made of different materials such as Novel polymeric alloy, geogrids and bamboo were compared. Moreover, the performances of the geocells were compared with other forms of geosynthetic reinforcements namely, geogrids and the combination of geo

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22

Hegde, Amarnath. "Ground Improvement using 3D-Cellular Confinement Systems : Experimental and Numerical Studies." Thesis, 2014. http://etd.iisc.ernet.in/handle/2005/2993.

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The various aspects of the 3D cellular confinement systems (geocells) subjected to static loading are comprehensively studied with the help of experimental and numerical studies. The performances of the geocells were separately studied in both sand and clay beds. Laboratory tests were performed on single as well as multiple cells. The behavior of 3D-cells made of different materials such as Novel polymeric alloy, geogrids and bamboo were compared. Moreover, the performances of the geocells were compared with other forms of geosynthetic reinforcements namely, geogrids and the combination of geo

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