This thesis presents a study of the effects of deep excavations on adjacent metro or utility tunnel in soft to medium soil. The main objective of the thesis is to develop a method of estimating these effects quantitatively. Extensive review of relevant literature published in the past four decades was conducted in order to understand the trends and the key developments in this area. It was revealed from the literature review that the concurrent use of the Observational Method and the finite element method for monitoring and controlling of ground deformations around the excavation has become a norm for deep excavation projects. Several design charts and guidelines for estimation of effects of deep excavations on adjacent raft foundations or pile foundations were found in the literature; however, no such charts or guidelines were found for estimation of effects of deep excavations on existing circular tunnels. Consequently, the development of these guidelines was established as one of the objectives of this study. <p>The initial phase of the research was focused on detailed study and analysis of two well-documented case studies the Chicago Subway Renovation Project, USA and the Tan Tock Seng Hospital Deep Excavation, Singapore. The back analyses of these two case studies were carried out using the finite element software PLAXIS. Exact site conditions and input parameters for the soil and the structural components were incorporated as much as possible. Appropriate adjustments in some of the input parameters were necessary to achieve good match between the computed and the observed results. <p> The back analyses were followed by parametric studies to identify important variables controlling the mechanisms of soil-structure interaction. The variables identified from the parametric studies of the two case studies were: soil stiffness, tunnel lining thickness, the depth of the excavation, and the location of tunnel. These variables were used to conduct a series of finite element analyses using simplified geometry and ground conditions for the purpose of formulating preliminary design charts. Results from these analyses were recorded in terms of in-plane and out-of-plane distortion of tunnel lining as well as additional shear forces and bending moments induced in the tunnel lining due to an adjacent deep excavation. The results were made non-dimensional before presenting them as contour plots. These contour plots constitute preliminary design charts, which can be used for the estimation of tunnel lining deformation caused by adjacent deep excavation.<p> Based on the results of this study, it can be concluded that a finite element program (such as PLAXIS) that is able to model construction processes associated with tunnelling and deep excavation in urban environment can be an invaluable tool in exploring the mechanism of ground deformation around the deep excavation and in quantifying the effects of ground deformation on existing adjacent structures. The modeller must, however, be aware of the fact that ways of modelling a particular construction process could be different for various finite element programs. It is important to interpret the instructions given in the manual of the program correctly. <p>Detailed back analyses of well-documented deep excavation case histories are vital from the point-of-view of building confidence in the selected finite element program. Such analyses also have the potential to identify key variables influencing the soil-structure interaction. <p> Preliminary design charts proposed in this thesis are very convenient for obtaining approximate values of tunnel lining deformation caused by adjacent deep excavation. Non-dimensional nature of these design charts makes it possible to be used for any depth of the deep excavation and for tunnels of any size, depth of cover, and distance from the vertical face of the excavation. These design charts can be used by engineers and contractors for initial estimation, selection and preliminary design of excavation support system, and are particularly useful during the planning phase. Town planners and project managers, who need to decide on the feasibility, damage control and risk management aspects of a deep excavation project, may also find these design charts equally useful. It should, however, be kept in mind that the estimates obtained from these design charts are highly approximate and as such, should be taken as guidelines for decision making processes. These estimates do not replace site specific detailed analysis and monitoring.

The use of sprayed concrete lining is common in tunneling practice since it allows the application of non-circular tunnel sections and complex tunnel intersections. Low capital cost of construction equipment is also an important factor for the selection of the sprayed concrete lining. In general the use of sprayed concrete lining is referred as New Austrian Tunneling Method (NATM). Depending on the requirements regarding tunnel heading stability and limitations on tunneling induced soil displacements, tunnel cross sections often advanced by different construction sequences and round lengths in NATM. For the purpose of assessing the effects of excavation sequence, round length, soil stiffness and tunnel depth on surface settlements and on tunnel lining forces, a parametric study has been carried out, considering short-term and long-term soil response. Three dimensional finite element analysis are performed to model the excavation sequence and stress distribution around the tunnel lining during excavation. The parameters used in the parametric study can be listed as: tunnel diameter, tunnel depth, round length and soil stiffness. Existing analytical and empirical solutions, which are used for prediction of ground subsidence due to tunneling and forces on tunnel lining, are also reviewed in this study / and their predictions are compared with the results obtained from numerical analysis. This comparison also provides an opportunity to evaluate the performance of the existing efforts. The variations between the results obtained from different methods are discussed and it is concluded that the limitations of the existing methods are the primary reason of the variations between results.

It has become increasingly apparent that anthropology has much to offer when it comes to educating our youth. This is true for all grade levels, kindergarten through senior level studies in high school. Here, this idea will be explored further by focusing on the students of Durant High School (DHS) of Plant City, Florida.This project was designed to explore the idea of combining widely accepted pedagogical theories (Gardner 1983, 1993, 1999; Geraci 2000; Silver, Strong and Perini 1997) with anthropological theory and methods in order to devise effective curricula for high school archaeology and other anthropology courses. More essentially, teachers must combine four approaches when designing curricula: multiple intelligences (MI), learning styles(LS), modes of presentation, and the use of ethnographic field methods. Through a combination of MI, LS, available modes of presentation, and ethnographic methods three major goals were accomplished.

published_or_final_version / Applied Geosciences / Master / Master of Science

When excavating a rock wall by blasting, pre-existing structures in the rock has a strong impact on the stability of the wall. For excavation in Bandhagen in Stockholm, the nature and orientation of the pre-existing geological features, namely fractures, were not taken into consideration before excavation begun. Geological field studies were carried out in order to investigate the possibility of a more favorable outcome than in the Bandhagen case. Mapping conducted in March 2015 was focused on fracture distribution and the results showed two sets of open shear fractures with fresh surfaces. The first set of the fractures cross-cuts the wall with a strike of NNW-SSE and dips between 70°±30°. The second set of fractures strikes WSW-ENE and are almost parallel to the wall (which strikes roughly 65° E) with a dip towards it, ranging between 55°±35°. The two set of fractures intersect with an acute angle of around 80° and due to their orientation, and that one of the sets dip towards the free face of the wall, they create an unfavorable fracture pattern that makes the wall, at parts, very instable in regard to rockfall and rockslide.  Fractures within the respective sets dip towards opposite cardinal points and making an acute angle of 50° for set 2 and 70° for set 1 fractures within the own set are interpreted to conjugate. In addition, there is a well-developed folded foliation that change in strike from parallel to perpendicular to the excavated wall. The foliation is aligned to the strike of both of the fracture sets. This has enabled fractures to open parallel to the mica-rich layers in the gneiss which further adds to the unfavorable pattern of fractures that creates rhombohedral unstable blocks in the rock mass. Due to the fracture pattern, sliding and rockfall have been frequent and safety measures such as rock bolts and a wire mesh have been installed to increase the security factor for the wall. During mapping, a general fracture pattern was possible to deduce from mapping of solely an unexcavated, vegetated part of the area. It became clearer though together with the excavated surface of the wall. Several pre-blast measures could have been preformed to limit rockfall and sliding of rock after excavation. Line-drilling could have been used when blasting near the contour of the wall to decrease the blast-induced fractures by the more effective venting of the excess explosion gas. This could have decreased the closely spaced blast-induced fractures that have been mapped on both the crest and the body of the wall. Another measure would have been to install pre-blast reinforcements on the crest of the wall, which could have prevented at least two large rockfalls that have occurred.  If the fracture pattern were known before excavation begun and the aforementioned measures would have been considered, the stability of the wall and the first excavation would undoubtedly have been more successful. A proposal for future open face excavations is to thoroughly assess the geological features to, in a preliminary stage of the planning, eliminate the risk for this outcome to occur in the future. / Vid uttag av berg genom sprängning för att skapa en bergvägg har strukturerna i berget en stor betydelse för stabiliteten av väggen. Exempel på strukturer i berggrunden som kan orsaka problem vid uttag av berg är sprickor och då speciellt sprickor som stupar mot väggens teoretiska kontur. Dessa sprickor kan orsaka att hela skivor av berg kan glida från väggen. Om dessa sprickor också korsas av andra sprickor kan de tillsammans bilda kilar som stupar ut mot den fria ytan där utschaktning av berg skett. Kilar som dessa som förekommer på krönet av bergväggen faller ofta ut från väggen och kan vara både farliga för de som utför arbetet samtidigt som de kan göra block runtomkring dem mer instabila.  För en utschaktning av berg i Bandhagen, Stockholm togs inte sprickmönstret in i planeringen inför hur sprängning skulle utföras. Detta ledde till att sprängningen som utfördes orsakade mycket glidningar av block och utfall från krönet. Det har lett till att projektet blivit försenat och budgeten överskridits för att korrigera de misstag som gjorts. Korrigeringarna har varit nödvändiga för att väggen i slutändan ska nå en säkerhetsfaktor som inte kan orsaka några person- eller materialskador i framtiden.  Kartering med fokus på sprickfördelning utfördes i Mars 2015 för att undersöka om sprängningen hade kunnat utföras på ett annorlunda och bättre sätt om sprickmönstret varit känt innan sprängning inleddes. Karteringen visade två korsande spricksystem där ett av spricksystemen stryker parallellt med väggen och även stupar mot den. De två systemen av sprickor bildar block med plan som lutar ut från väggen vilket resulterar i att många utfall av block skett. Med vetskapen om dessa spricksystem, samt övriga sprickor som förekommer i området, hade de utfall av berg som skett kunnat förutsägas och därigenom hade förslag av sprängmetodik kunnat ges för att minska utfall och för att generellt fått en säkrare vägg redan ifrån början. Både sprängning med tätsöm nära den teoretiska konturen av väggen och förförstärkning av krönet av den teoretiska väggen innan första sprängningen hade kunnat leda till en mycket stabilare vägg. Det hade kunnat leda till att projektet inte blivit försenat och att budgeten för projektet tagit hänsyn till de problem som skulle kunna uppstå.  Ett förslag för uttag av berg för bergsslänter är att de geologiska förhållandena ska undersökas mer noggrant, för att i ett tidigt skede upptäcka liknande strukturer i berget och utifrån dessa eliminera risken för att liknande problem uppstår i framtiden.

Due to the inherent uncertainties in ground and groundwater conditions, tunnel projects often have to face potential risks of cost overrun or schedule delay. Risk analysis has become a required tool (by insurers, Federal Transit Administration, etc.) to identify and quantify risk, as well as visualize causes and effects, and the course (chain) of events. Various efforts have been made to risk assessment and analysis by using conventional methodologies with precise probabilities. However, because of limited information or experience in similar tunnel projects, available evidence in risk assessment and analysis usually relies on judgments from experienced engineers and experts. As a result, imprecision is involved in probability evaluations. The intention of this study is to explore the use of the theory of imprecise probability as applied to risk analysis in tunneling. The goal of the methodologies proposed in this study is to deal with imprecise information without forcing the experts to commit to assessments that they do not feel comfortable with or the analyst to pick a single distribution when the available data does not warrant such precision. After a brief introduction to the theory of imprecise probability, different types of interaction between variables are studied, including unknown interaction, different types of independence, and correlated variables. Various algorithms aiming at achieving upper and lower bounds on previsions and conditional probabilities with assumed interaction type are proposed. Then, methodologies have been developed for risk registers, event trees, fault trees, and decision trees, i.e. the standard tools in risk assessment for underground projects. Corresponding algorithms are developed and illustrated by examples. Finally, several case histories of risk analysis in tunneling are revisited by using the methodologies developed in this study. All results obtained based on imprecise probabilities are compared with the results from precise probabilities. / text

Η εργασία έχει πραγματοποιηθεί στην περιοχή της ΤΡΑΠΕΖΑ (ΔΙΑΚΟΦΤΟ). Κατά την διάρκεια της διαδικασίας είχαμε την ευκαιρία να μελετήσουμε όλες τις μεθόδους εκσκαφής της γαλαρίας και να παρθούν ορισμένα δείγματα για περαιτέρω εξέταση στο εργαστήριο. Έτσι σε γενικές γραμμές μπορούμε να πούμε ότι: Οι σχηματισμοί που συναντούμε είναι κυρίως από χαλικοπαγή - κροκαλοπαγή με στρώσεις μάργας και το αντίθετο. Δεν υπάρχει σημαντική παρουσία υπόγειων υδάτων, κυρίως συναντούμε μικρούς θύλακες νερού κατά την διάρκεια της εκσκαφής. Η μέθοδος που ακολουθήσαμε είναι η ΝΑΤΜ και σύμφωνα με αυτή έχουμε καταγράψει όλα τα αναγκαία μέτρα που έχουν ληφθεί. Επίσης πρέπει να αναφερθεί η γεωμηχανική ενοργάνωση που έχει εγκατασταθεί στην γαλαρία. Κλείνοντας όσον αναφορά τις εργαστηριακές δοκιμές που έχουν ολοκληρωθεί έχουμε καταλήξει στα κύρια φυσικά και μηχανικά χαρακτηριστικά της μάργας. Τα σχετικά αποτελέσματα των δοκιμών παρουσιάζονται αναλυτικά στην εργασία. / This project has taken place in the area of TRAPEZA (Diakofto). During the process we had the opportunity to study all the excavation methods of the tunnel and to take some samples for further study in our lab. So in general lines we can say that: The formations that we encounter are mainly of gravel conglomerates with layers of marls and the opposite. There is not significant presence of underground water, mainly we introduce small pockets of water during the excavation process. The method that we followed is the NATM and according with this method we have recorded all the necessary measures that have been taken place. Also must be mentioned the geomechanical instrumentation that has been installed into the tunnel. In conclusion as far the lab tests we have conclude to the main physical and mechanical characteristics of the marl. A Thorough documentation of the obtained results is included in the project.

No description available.

The traditional design methodologies for tunnel and underground excavations are divided in to three categories: Empirical, Analytical, and Observational approaches, whereas in the last years the Numerical approach has strongly become popular both for the intrinsic simplicity of the software packages and their ability to manage problems unsolvable with the classic methods. In this thesis, the underground openings have been analyzed using constitutive models other than the Mohr-Coulomb theory. FLAC is used for the analysis and the software has been implemented to include the Polyaxial Strength Criterion. The details of the modifications made in the software are presented and the results are compared with the Singh's elasto-plastic stress distribution in squeezing grounds. The applicability of the Polyaxial Strength Criterion has been therefore extended to all the numerical suites designed for geo-mechanical purposes (FEM, FDM, …) and the obtained results compared to the observations of deformation and radial squeezing pressure of the instrumented tunnels in the Chibro-Khodri underground power station. This study will develop better comprehension of the behavior of the underground openings and also provide a useful tool to the designers in the planning stages. / Thesis (Ph.D.)-University of KwaZulu-Natal, Durban, 2012.

In tunnel excavation, the use of rockbolts has long been a popular means of reinforcement in rock masses to prevent the rock opening from caving in. The idea has evolved from the earliest form of rockbolt made of wood to the more up-to-date form of pre-tensioned or grouted steel rockbolts. A major breakthrough in the design of rockbolt models was made by Aydan (1989). This rockbolt element was modelled in coupled form, with one sub-element representing the steel bolt, and the other sub-element the grout. This representation was necessary to model the complex action in the continuous rock mass near the joint. In elasticity problems, the large displacement formulation of a beam element is derived from the fundamental theory, and the bending phenomenon of a thin rod is analysed by the finite element discretizations of the bar elements and the beam elements. Experiments show that the deformation characteristics of the latter representation resemble a more realistic life behaviour. Based on this finding, this thesis proposes a modification to Aydan's two-dimensional rockbolt element, with the beam elements discretising the steel bolt. The different mechanical responses of a perfectly elastic rockbolt are considered, and the large displacement formulation of the new rockbolt element is derived by combining those of Aydan's rockbolt element and the beam element. The mechanics of the Aydan element and the new rockbolt element are described, and their performances are compared in an identical situation. It is found that in the two two-dimensional examples used in this thesis, the modified element ensures the continuity of curvature of the rockbolt, and in general, can act as support across a discontinuity or joint between rock masses well. In conjunction with the displacement method in the finite element procedures, a conventional iteration solution procedure is first described to solve the nonlinear incremental stiffness equation. However, it is found that this procedure is cumbersome, and requires a large amount of comptutations. Some limited storage quasi-Newton minimization algorithms are considered as an alternative.