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Dissertations / Theses on the topic 'Soil stabilization'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Paulse, Arnelia N. (Arnelia Natalie). "Soil stabilization by microbial activity." Thesis, Stellenbosch : Stellenbosch University, 2003. http://hdl.handle.net/10019.1/53593.

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Thesis (MSc)--Stellenbosch University, 2003.<br>ENGLISH ABSTRACT: Microorganisms play an important role in the stability and maintenance of the ecosystem and in the condition of the soil. However, in their natural environment, microorganisms often experience changing and hostile conditions. They therefore need to be able to adapt physiologically and modify their micro-environment. Biofilm formation is one mechanism to establish favorable micro-environments. The extracellular polymeric substances (EPS) that are typically associated with biofilm formation may also have an impact on soil s

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2

Rafalko, Susan Dennise. "Rapid Soil Stabilization of Soft Clay Soils for Contingency Airfields." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/35985.

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Since World War II, the military has sought methods for rapid stabilization of weak soils for support of its missions worldwide. Over the past 60 years, cement and lime have consistently been found to be among the most effective stabilizers for road and airfield applications, although recent developments show promise using nontraditional stabilizers. The purpose of this research is to determine the most effective stabilizers and dosage rates of stabilizers to increase the strength of soft clay soils (initial CBR = 2) within 72 hours for contingency airfields to support C-17 and C-130 aircraf

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3

Luginbuhl, Katharine. "Soil stabilization properties of flexible intruders." Thesis, Massachusetts Institute of Technology, 2012. http://hdl.handle.net/1721.1/74450.

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Thesis (S.B.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2012.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (p. 18).<br>In many locations, soil is held in place by the roots of plants. When these plants are removed or die, the soil loses its cohesive strength and erodes away. We seek to create artificial soil stabilizers that use the same physical principles as the plant roots. To investigate how flexible materials can stabilize soil, we use photoelastic particles to analyze the forces within a system when a flexible intruder is

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4

Sengupta, Amitdyuti. "Solidification and Stabilization of Contaminated Soil." ScholarWorks@UNO, 2007. http://scholarworks.uno.edu/td/538.

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In-situ remediation by Solidification and Stabilization (S/S) has shown huge promise in dealing with the clean up of soils contaminated with pollutants listed as Hazardous Substances under Resource Conservation and Recovery Act (RCRA). The site discussed in this paper was contaminated with Naphthalene, heavy metals and other VOCs. In order to find an effective remediation solution it was decided to explore the feasibility of using S/S. Research conducted included exploring Portland cement in combination with organo-clay (bentonite). Admixtures were chosen based on their advantages such a

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5

Rahmat, Mohamad Nidzam. "Soil stabilization utilising wastepaper sludge ash." Thesis, University of South Wales, 2004. https://pure.southwales.ac.uk/en/studentthesis/soil-stabilization-utilising-wastepaper-sludge-ash(ab24673a-34b7-4f04-a347-3b75a18dc8cf).html.

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Increase in environmental awareness over the past decades has resulted in increasing attention to industrial pollution and waste management control. The use of waste is becoming increasingly important in construction. Such materials including Wastepaper Sludge Ash (WSA), can be used to modify certain engineering properties of soils for specific uses to conserve non-renewable natural resources. hi lime-stabilization of sulfate-bearing clay soils, there has been increasing concern over the damage caused by the expansion which is produced when sulfate-bearing soils are encountered. The main objec

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6

Li, Xu. "Dual-porosity structure and bimodal hydraulic property functions for unsaturated coarse granular soils /." View abstract or full-text, 2009. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202009%20LI.

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7

Chambers, Robert. "Decompaction of a degraded clay soil." Thesis, McGill University, 1994. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=68162.

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An experiment was set up at Alfred College, in Eastern Ontario, to investigate methods of correcting the negative effects of deep compaction of fine textured soils.<br>The site was divided into two fields of four treatments with three replicates of each. Treatment 1 was control, treatment 2 subsoiled, treatment 3 compacted and treatment 4 compacted then subsoiled. In year 1 barley was sown in both fields, underseeded with alfalfa in Field 1. The following year alfalfa was grown in Field 1 and corn using minimum tillage in field 2.<br>Measurements included cone penetration resistance, dry bulk

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8

Kumpiene, Jurate. "Assessment of trace element stabilization in soil." Doctoral thesis, Luleå, 2005. http://epubl.luth.se/1402-1544/2005/38.

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9

Vaičikauskaitė, Alfreda. "Arsenic stabilization in step-wise amended soil." Master's thesis, Lithuanian Academic Libraries Network (LABT), 2011. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110601_105705-29642.

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This master thesis was performed in order to investigate arsenic stabilization in step-wise amended soil. Object of the work - soil which taken from the former wood impregnation industrial site in Forsmo, Sweden. It is contaminated with chromate-zinc-arsenate (CZA). Method of the work - three different amendments were used: zerovalent iron (Fe), fly-ash (FA) and peat (P). The test was performed in three weeks. During the first week, four mixtures (with each single additive and with all together) and blank soil was observed. During the second and third weeks test was performed step-wise adding

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10

Mu, Tianhong. "Soil Stabilization with Fly Ash and Fibers." OpenSIUC, 2013. https://opensiuc.lib.siu.edu/theses/1301.

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In this study, coal combustion by-products mainly fly ash, commercial fibers and a natural fiber i.e., human hair were applied to stabilize the kaolinite clay and local Carbondale soil i.e., silty clay. During recent decades, the demand for infrastructures such as highways, buildings, bridges have greatly increased, especially in the areas where population was growing rapidly. All of these infrastructures need a stable foundation and in many cases the original land couldn't sustain the load from the infrastructures. In such situation, soil stabilization becomes an essential step before the fou

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11

So, Tze-chung. "Engineering behaviour of Hong Kong marine clay during vacuum preloading." Click to view the E-thesis via HKUTO, 2009. http://sunzi.lib.hku.hk/hkuto/record/B41634147.

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12

Chandler, Douglas Scott. "An area approach to forest slope stability /." Thesis, Connect to this title online; UW restricted, 1992. http://hdl.handle.net/1773/10181.

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13

Zhu, Xiujuan. "Unified constitutive parameters for statically compacted clay /." View abstract or full-text, 2008. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202008%20ZHU.

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14

Llewellyn, C. A. "Practical soil protection and stabilization in Mediterranean viticulture." Thesis, Cranfield University, Cranfield University at Silsoe, 2006. http://hdl.handle.net/1826/1214.

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The accelerated erosion of soil by water from Mediterranean hill-slopes under viticulture is a major problem. It is largely a result of the land management techniques employed and their influence on soil protection, structure and stability. Within this study, the relationships between viticulture practices, soil physical characteristics and erosion processes have been explored in detail, and a soil conservation strategy, which incorporates the use of herbicide managed cover, has been developed. The strategy was applied and tested in two established vineyards in southern France over a three

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15

Doohan, Thomas James. "Drivers of Soil Organic Matter Stabilization across Ohio." The Ohio State University, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1597941993038872.

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16

Ishihara, Katsuji. "At-rest and compaction-induced lateral earth pressures of moist soils." Diss., This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-07122007-103943/.

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17

Kokesh, Christopher Michael. "Bio-engineering for land stabilization." Columbus, Ohio : Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1243971701.

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18

Ahmed, Naif Baker. "The stabilization of Aeolian sand dunes." Thesis, Durham University, 1990. http://etheses.dur.ac.uk/1099/.

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19

Venkata, Swamy B. "Stabilisation Of Black Cotton Soil By Lime Piles." Thesis, Indian Institute of Science, 2000. https://etd.iisc.ac.in/handle/2005/219.

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Modification of black cotton soils by chemical admixtures is a common method for stabilizing the swell-shrink tendency of expansive soils. Advantages of chemical stabilization are that they reduce the swell-shrink tendency of the expansive soils and also render the soils less plastic. Among the chemical stabilization methods for expansive soils, lime stabilization is most widely adopted method for improving the swell-shrink characteristics of expansive soils. Lime stabilization of clays in field is achieved by shallow mixing of lime and soil or by deep stabilization technique. Shallow stabi

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20

Venkata, Swamy B. "Stabilisation Of Black Cotton Soil By Lime Piles." Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/219.

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Modification of black cotton soils by chemical admixtures is a common method for stabilizing the swell-shrink tendency of expansive soils. Advantages of chemical stabilization are that they reduce the swell-shrink tendency of the expansive soils and also render the soils less plastic. Among the chemical stabilization methods for expansive soils, lime stabilization is most widely adopted method for improving the swell-shrink characteristics of expansive soils. Lime stabilization of clays in field is achieved by shallow mixing of lime and soil or by deep stabilization technique. Shallow stabili

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21

Ramachandran, Asha Latha. "Investigation on bacterial biopolymers and biominerals for soil stabilization." Thesis, Curtin University, 2021. http://hdl.handle.net/20.500.11937/84787.

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The practice of soil stabilization has become an essential part of present day geotechnical engineering projects. However, it is a matter of growing concern that popular chemical stabilizers possess high carbon footprint and adversely affect the eco-system. With the emergence of bio-geotechnology as an environmentally benign alternative to chemical stabilization, there is a paradigm shift in the field of soil stabilization. This thesis is a novel attempt to underpin the effect of bacterial biopolymers and biomineralisation on stabilization of soil.

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22

Trenner, Brian Robert. "Bioengineering for Land Stabilization." The Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=osu1253549875.

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23

Tatarniuk, Catherine. "Deep soil mixing as a slope stabilization technique in Northland Allochthon residual clay soil." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2014. http://hdl.handle.net/10092/9648.

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Road slips are common in Northland Allochthon residual clay soil, and are commonly mitigated using deep soil mixing (DSM). A deficiency in laboratory investigations on Northland Allochthon residual clay and a need for a better understanding of the numerical modelling of DSM columns used to mitigate unstable slopes in this soil type is evident in literature, and has been highlighted by practitioners. This research has aimed to fill aspects of these deficiencies. Field testing and classification tests have provided insight into how the soil varies between sites and with depth, and how in situ t

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24

Sariosseiri, Farid. "Critical state framework for interpretation of geotechnical properties of cement treated soils." Online access for everyone, 2008. http://www.dissertations.wsu.edu/Dissertations/Summer2008/f_sariosseiri_070208.pdf.

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25

Pang, Mei-yee. "The nature and magnitude of soil compaction in different human-modified habitats in Hong Kong." Click to view the E-thesis via HKUTO, 2001. http://sunzi.lib.hku.hk/hkuto/record/B42576520.

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26

Ba, Te. "Flow of air-phase in soils and its application in emergent stabilization of slopes /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20BA.

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Thesis (M.Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 170-180). Also available in electronic version. Access restricted to campus users.

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27

Hunter, Gavan James Civil &amp Environmental Engineering Faculty of Engineering UNSW. "The pre- and post-failure deformation behaviour of soil slopes." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2003. http://handle.unsw.edu.au/1959.4/19108.

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This thesis examines the pre and post failure deformation behaviour of landslides in cut, fill and natural soil slopes, and of the deformation behaviour of embankment dams. The deformation behaviour of landslides and embankment dams have been analysed from a database of case studies from a number of classes of slope (and dam) and material type. The database included some 450 landslides in cuts, fills and natural slopes, and some 170 embankment dams. For landslides in soil slopes, methods and guidelines have been developed for use in the analysis, evaluation and prediction of the pre and pos

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28

Adalier, Korhan. "Mitigation of earthquake induced liquefaction hazards." online access from Digital Dissertation Consortium access full-text, 1996. http://libweb.cityu.edu.hk/cgi-bin/er/db/ddcdiss.pl?9635658.

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29

Jegandan, Seevaratnam. "Ground improvement with conventional and novel binders." Thesis, University of Cambridge, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.608950.

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30

Peterson, Jennifer Lynn. "Probability analysis of slope stability." Morgantown, W. Va. : [West Virginia University Libraries], 1999. http://etd.wvu.edu/templates/showETD.cfm?recnum=1070.

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Thesis (Ph. D.)--West Virginia University, 1999.<br>Title from document title page. Document formatted into pages; contains viii, 91 p. : ill. Vita. Includes abstract. Includes bibliographical references (p. 63-64).

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31

Liu, Ying. "Limit equilibrium methods for slope stability analysis." Click to view the E-thesis via HKUTO, 2002. http://sunzi.lib.hku.hk/hkuto/record/B42576684.

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32

Molope, Mishack Bochankge. "Some effects of biological and physical processess on soil aggregate stability." Thesis, University of Stirling, 1985. http://hdl.handle.net/1893/2595.

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The effects of biological and physical processes on the aggregate stability of some weakly structured arable and pasture soils were investigated. Preliminary investigations showed significant correlations between soil organic matter and both wet sieving and turbidimetric methods of aggregate stability; the latter method was chosen on grounds of convenience. Scanning electron microscope pictures showed the presence of both fungi and bacteria when soils were incubated. Growth of fungi, estimated by ergosterol measurement, correspond to temporary stability increases, which could be explained by r

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33

Jaapar, Abd Rasid Bin. "A framework of a national slope safety system for Malaysia." Thesis, Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B37384600.

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34

Wong, Siu-wai. "Plant selection for revegetation projects in Hong Kong." Click to view the E-thesis via HKUTO, 1992. http://sunzi.lib.hku.hk/hkuto/record/B43893442.

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35

Huang, Ying. "Treatment of PCB-contaminated soil by stabilization and solidification processes." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ39663.pdf.

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36

Lee, Chun-fai Julian. "Soil nailing a robust design for joint-controlled weathered rock in Hong Kong /." Click to view the E-thesis via HKUTO, 2003. http://sunzi.lib.hku.hk/hkuto/record/B42577214.

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37

Baser, Onur. "Stabilization Of Expansive Soils Using Waste Marble Dust." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12610339/index.pdf.

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Expansive soils occurring in arid and semi-arid climate regions of the world cause serious problems on civil engineering structures. Such soils swell when given an access to water and shrink when they dry out. Several attempts are being made to control the swell-shrink behavior of these soils. Soil stabilization using chemical admixtures is the oldest and most widespread method of ground improvement. In this study, waste limestone dust and waste dolomitic marble dust, by-products of marble industry, were used for stabilization of expansive soils. The expansive soil is prepared in laboratory as

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38

Thomas, Bari Ian. "Stabilisation of sulphide rich soil : problems and solutions." Thesis, University of South Wales, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.269056.

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39

Jonsson, Carl. "Deep stabilization with Cement Columns : A Laboratory Studie." Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-62252.

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40

Pathmanathan, Marie Leony. "Numerical simulation of the performance of horizontal drains for subsurface slope stabilization." Pullman, Wash. : Washington State University, 2009. http://www.dissertations.wsu.edu/Thesis/Spring2009/m_pathmanathan_011309.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, May 2009.<br>Title from PDF title page (viewed on July 27, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 82-84).

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41

Karami, Azzam Omar 1962. "Consolidation of clays using the triaxial apparatus." Thesis, The University of Arizona, 1988. http://hdl.handle.net/10150/276842.

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The calculation of a consolidation settlement is an important problem encountered in the foundation of buildings. Due to need for simplicity engineers are mainly using the one dimensional theory of Terzaghi for calculations of consolidation settlements with time. Consolidation tests are still performed in most laboratories with the traditional oedometer cell. Although the results of the oedometer can provide relatively reliable results, they are not equally effective for the calculation of the rate of consolidation. This primarily because of the inability of the oedometer cell to obtain full s

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42

Nciizah, Adornis Dakarai. "Cattle manure, scalping and soil wetness effects on some physical properties of a hardsetting soil and associated early maize growth." Thesis, University of Fort Hare, 2011. http://hdl.handle.net/10353/349.

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Most soils in the Eastern Cape Province, South Africa are shallow and are low in organic matter. Therefore these soils are structurally fragile and highly susceptible to inherent degradative processes like hardsetting. The objective of this study was to determine the effect of cattle manure, scalping and soil wetness on aggregate stability, penetration resistance and early maize growth in hardsetting soils. Glasshouse and field studies were conducted to determine the effect of cattle manure on aggregate stability and penetration resistance of freshly exposed topsoils by scalping at 0, 10 and 2

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43

Zhang, Li Zhi. "Application of Bayesian model class selection on differential problems in geotechnical engineering." Thesis, University of Macau, 2012. http://umaclib3.umac.mo/record=b2590616.

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44

Murray, John J. "Enhancing soil behavior through reinforcement with discontinuous recycled fiber inclusions." Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/32766.

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45

Saleh, Atef A. "Evaluation of geosynthetic reinforcement for long-term stability of embankment slopes /." Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.

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46

Asoudeh, Atefeh. "Identifying Residual Soil Parameters for Numerical Analysis of Soil Nailed Walls." Thesis, Griffith University, 2016. http://hdl.handle.net/10072/367048.

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This thesis provides a detailed study of slope reinforcement in soil slopes using soil nails, anchors and other mechanical stabilization methods. The major emphasis is on the use of soil nails in slopes formed with mostly residual soils. A comparative study has been performed reviewing the different methods of slope stability analysis, and the shear strength parameters used in stability analyses, the soil models used in numerical analyses, residual soil profiles and their detailed engineering properties used in previous studies and various computer software which are currently in use. An impo

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47

Söderlund, Olov. "Stabilization of Soft Soil with Lime and PetritT-An Experimental Study." Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-70912.

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48

Smedborn, Pausson Eva. "Chemical Stabilization of Arsenic in Contaminated Soil under Low Redox Conditions." Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-72340.

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Remediation techniques for arsenic contaminated soil have previously focused mostly on the surface soil layers where aerobic conditions are prevalent. In this master thesis, chemical stabilization by adding zero-valent iron (Fe(0)) and calcium oxide (CaO) to an arsenic-contaminated soil under low redox conditions have been studied through up-flow percolation tests. Over a time of 2 months, pH, conductivity, redox potential and concentrations of major and minor elements including As, Zn, Cu, Cd, Fe and Ca under both fluctuating and continuous flow were measured. Results indicate tha

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49

Maffettone, Roberta. "Stabilization/solidification processes for the treatment of contaminated soil and waste." Doctoral thesis, Universita degli studi di Salerno, 2015. http://hdl.handle.net/10556/1753.

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2013-2014<br>Recovering industrial waste and contaminated soil is one of the main objectives in environmental management. Nowadays in Italy, landfilling is responsible for up to 40% of total soil contamination and up to 50% of the used remediation techniques involves excavation and disposal. On the other hand, the European Legislation has set key drivers to improve waste management, as setting recycling targets and limiting the use of landfilling with its rising cost. In this scenario, new technologies to reduce the toxicity of contaminated soil and hazardous waste before their disposal

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50

Negim, Osama. "New Technique for Soil Reclamation and Conservation: In Situ Stabilization of Trace Elements in Contaminated Soils." Phd thesis, Université Sciences et Technologies - Bordeaux I, 2009. http://tel.archives-ouvertes.fr/tel-00408020.

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L'accumulation de métaux toxiques dans le sol est principalement héritée de matériaux parents ou d'éléments résultant de l'activité humaine. Par conséquent, de nouvelles techniques sont en cours d'élaboration pour remédier à ces contaminations dans les sols pollués, telles que la phytoremédiation et la stabilisation in situ. La stabilisation in situ est une technique commune de réduction des effets négatifs des métaux et métalloïdes, tels que As, Cr, Cu, Cd et Zn dans les sols contaminés par l'ajout d'amendements. L'application de matières alcalines telles que les laitiers d'aciéries et un lai

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