The Bullying Is An Act Of Power Occupies A Social Node

Gordon 4 The bullying, in the Foucauldian field of power occupies a social node channeling, linking, and articulating the operation of that form of power. That is, the bully represents themselves as the embodiment of which bares the responsibility to reinforce dominance. This action in itself is achieved through the disembodiment of the targeted aspects (as object,) from victim’s oriented positioning (as subject). As the bully exercises themselves in a privileged position as a means of empowering stature, the victim then is a targeted threat in consolidating the bully s sovereignty. If the victim is not repressed, the bully’s authenticity in relation to in/direct oppressive behaviour counterfeits their own sense of belonging within group mentality. The victim, as a threat to the bully’s social constituencies, becomes a targeted presence challenging the psychosocial complexes of the bully’s underlying belief systems. The bullying process is an act of objectifying difference: it identifies the subject as possessive of derisive characteristics, that is substantiated by its supposed incapacity in being a possible object of desire. The alienated subject is fixed to the repressive, unconscious demarcation of the bully. In scrutinizing the victim, the bully develops a conscience that attempts to differentiate itself from the target: Most teachers thought I was a good kid, even the school priest thought I was a really nice guy. But I used to absolutely torment one student inShow MoreRelatedFS 1 portfolio10152 Words   |  41 PagesSupervising Instructor Prof. Terencia Arnejo____ Signature:______________ Cooperating school: ST.MICHAEL’S COLLEGE (BASIC EDUCATION DEPARTMENT) TARGET At the end of this activity, you will be competent in determining a school environment that provides social, psychological, and physical environment supportive of learning. MAP A general observation of the campus and the classroom is an exciting way to start your observation. TOOLS As you move around the campus, activityRead MoreOrganisational Theory230255 Words   |  922 Pagespearsoned.co.uk First published 2007  © Pearson Education Limited 2007 The rights of Joanne Duberley, Phil Johnson and John McAuley to be identified as authors of this work have been asserted by them in accordance with the Copyright, Designs and Patents Act 1988. All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without either the prior written permission

Causes of Tsunami Free Essays

The Causes of Tsunami All tsunamis are caused by the sudden displacement of large volumes of water. All are the result of violent events with enough power to displace large volumes very rapidly. Moreover, Tsunamis are often referred to high waves of water caused by changes in the flow and surge of the ocean. We will write a custom essay sample on Causes of Tsunami or any similar topic only for you Order Now On the other hand, Tsunamis can be caused by a few different factors, which are an earthquake, a large-scale undersea landslide, a submarine volcanic eruption (Cause of Tsunami, n. d. ). Firstly, the vast majority of tsunamis results from the earthquake. The earth’s surface is covered by the continents and sea floor which are parts of the world-wide system of plates that are in the very slow motion. An earthquake occurs where the edges of plates run into one another, which are called faults or fault lines. The forces along faults sometimes can build-up over long periods of time. Therefore, when rocks finally break, the earthquake happens. For example, some features generated by the forces released along the edges of plates faults are the Andes Mountains in South America, which occurred on land and the Aleutian Trench near Alaska, which occurred under water. When rapid and powerful faulting occurs near the ocean or underneath the ocean, the large earthquake will be generated and possibly being the tsunami (What causes tsunami? , n. d. ). The process of a happening of tsunami is complicated. The magnitude and depth of earthquake, the water depth in the region of tsunami generation, the amount of vertical motion of the sea floor, the rapidity of such motion, whether there is coincident subsidence of sediments and the efficiency which the energy is transferred from crust of the earth to water in the ocean are all parts of the generation mechanism of Tsunamis. The energy accumulates in the major plate until it exceeds the frictional forces between the two stuck plates. When this situation happens, the major plate snap back into an unrestrained position. This motion is suddenly the cause of the tsunami because it gives a gigantic push to the overlying water. Additionally, at the same time of the happening, the inland areas of the major plate are suddenly lowered (What causes Tsunamis? , 2012). However, not all earthquakes generate tsunamis. To generate tsunamis, earthquakes must occur underneath or near the ocean, be large and create movements in the sea floor. All oceanic regions of the world can experience tsunamis, but in the Pacific Ocean there is a much more frequent occurrence of large, destructive tsunamis because of the many large earthquakes along the margins of the Pacific Ocean. Secondly, underwater landslides, coastal landslides falling into the ocean can displace enough water to generate a tsunami. Undersea landslides occur when there is a large amount of sediment dislodged from the seafloor which displaces a water column and potentially creating tsunami. Land sliding into the sea is usually caused by an earthquake. It may also cause destructive local tsunami (What causes tsunami? , n. d. ). For instance, there is a case in 1958 where Lituya Bay in Alaska faced a tsunami caused by rockslide which an enormous boulder was loosed by an earthquake and then fell into the bay. The mass of rock striking the bay’s surface created a gigantic splash, which sent water wave to the height of 1720 feet (Lituya Bay Close Up, n. d. ). Last but not least, though less common, volcanic eruptions and submarine explosions which occur near or under the ocean can all cause sufficient displacement of water to generate a tsunami. These can be occurred in several ways. One possibility is destructive collapses of coastal. Inland and underwater volcanoes result in massive landslides. They break down and collapse, so they release large amounts of ash and debris into the water. In addition, pyroclastic flows, which are the mixtures of dense including hot blocks, ash, pumice, and gas, plunging down volcanic slopes into the water pushing water outwards. A volcano collapsing after an eruption also causes overlying water to drop suddenly. Tsunamis can also be induced by submarine volcanoes. These underwater volcanoes can collapse downwards or spew forth lava heating the surrounding water quickly (What causes Tsunamis? , 2012). References Lituya Bay Close Up (n. d. ) Retrieved from http://www. usc. edu/dept/tsunamis/alaska/1958/webpages/lituyacloseup. html What causes tsunami? (n. d. ) Retrieved from http://beachsafe. org. au/tsunami/ema/pages/04_causes. html Cause of Tsunami (n. d. ) Retrieved from http://tsun. sscc. ru/tsulab/tgi_4. htm What causes Tsunamis? (November 12, 2012) retrieved from http://www. ga. gov. au/hazards/tsunami/tsunami-basics/causes. html How to cite Causes of Tsunami, Essay examples

Screw Piles for Soils and Covers Earthquake Zones - myassignmenthelp

Question: Discuss about theScrew Piles for Soils and Covers Earthquake Zones. Answer: Introduction The report will discuss in detail about Screw piles in detail. The report will discuss about the concept, its usages along with advantages and disadvantages. Description The concept of screw piles is a kind of deep foundation that is installed in a rapid manner with less noise as well as vibration. The device is wound in the ground and it is very similar to a simple screw which is wounded into the wood (Al-Baghdadi et al, 2017). This is an effective method for installing which is combined with the machine of completely dispersing the current load and it also provide an efficient way for many in-ground performances that fall in the range of soils and covers earthquake zones. Usage of Screw Piles The concept of piles is formulated based on circular form that steel various sections with one or more than one helices connected to them. The concept of screw piles also cut into the soil followed a consistent pitch and it is done since there is opposition to auguring with it. This part specifically designed which is suiting the ground situations (Byrne Houlsby, 2015). Once the concept reaches the target and set depth it continues to remain in place permanently and filled with concrete. Advantages Following are the detailed advantages: - Quick installation: Screw piles are normally installed by using the traditional or conventional kind of construction tools like track based excavator which is equipped with right sized and low speed high torque based on hydraulic motor. There is absolutely no need to mobilize the special tool like crane with pile hammer and many more (Dong Zheng, 2015). Sudden load carrying capacity: Screw piles are distinct by nature and comes under many kinds of foundation in that they can be rightly loaded rapidly right after the installation. There is requirement to wait for the concrete that hardens with no requirement to wait for any excessive pore based water pressure to completely dissipate. This is crucial ion for project. Minimal site based disturbance: the relative are usually moving to most other kind of construction operations consisting the basis installation of driven based piles with drilled shafts and many more. It also consists of installation of screw with piles and helical anchors based products with some or no disturbance at all the sites. Especially, the overall installation of screw piles normally produces no kind of soil cuttings (Meng et al, 2015). This further keeps the website clean, need reduced clean-up at every installation locations right after installation and means low project costs. Another best thing of this device is that the level noise is low related with installation. Monitoring of installation and verifying the load of capacity at the time of installation: one of the most crucial characteristics of the device is the verification based on load capacity at the time of installation. In some respects, this is same as supervising the installation of driven piles by utilising a Pile based driving analyser at the time of installations. This is only possible by utilising a direct in line method or torque calculating device that measures the installation torque (Mohajerani et al, 2016). Disadvantages Following is the detailed discussion of disadvantages: - Restricting soil conditions: screw piles are usually restricted to the process of installation in soils that have maximum size for grain of approx. 13/4 in or medium level gravel. The device will normally not advance in the right manner in gravel as well as cobble based deposits that in simple words should never be used. It is also not suited to any kind of rock along with it is also possible in certain cases to advance a lead plate of helical to bear within the range of few inches of weathered rock (Wang et al, 2017). Equipment based restriction: any process of proper installation of screw piles is important for the performance. The tool is used by the contractor that must be selected to meet the expected soil situation on a project with specific geometry selected for the work and comes with expected installation torque. There are many undersized tools as well that will limit the right kind of advance and final stage installation. Structural based restriction: each screw pile consists of structural constraints that is recognized by the producer. This is at times called as the torque based ratings which also means that there is restriction to the level of amount of torque that can be applies to the device before the actual structural integrity and can also be compromised. At the time of installation this further restrict and must not exceed even with the tools that are being used for installation and has a higher level of torque capacity (Wang et al, 2017). In this when there are repeated restrictions on torque and it reaches at the time of installation and the process of installation related specification are not met with different kind of configuration based on screw piles that is required to be used in this case. Conclusion The report discussed in detail about screw piles can be referred as screw anchors or screw piles are based on steel screw-in based on piling as well as ground based anchoring structure used for manufacturing the deep-rooted foundations. The concept of piles also transfers with a structure load into the organized piles. The tool or technique are properly welded to the pile shaft associated with intended ground case (Xiao et al, 2017). The devices can also be press formed to a kind of pitch consist of flat plates towards pile shaft. Reference Al-Baghdadi, T., Brown, M. J., Davidson, C., Knappett, J., Brennan, A., Wang, L., ... Blake, A. (2017). CPT based design procedure for installation torque prediction for screw piles installed in sand. Society for Underwater Technology. Byrne, B. W., Houlsby, G. T. (2015). Helical piles: an innovative foundation design option for offshore wind turbines.Phil. Trans. R. Soc. A,373(2035), 20140081. Dong, T. W., Zheng, Y. R. (2015). Experiment of single screw piles under inclined cyclic pulling loading.Geomechanics and Engineering,8(6), 801-810. Meng, Z., Chen, J. J., Zhang, L., Wang, J. H., Yao, J. M. (2015). Field tests to investigate the installation effects of drilled displacement piles with screw-shaped shaft in clay.Journal of Geotechnical and Geoenvironmental Engineering,141(12), 06015010. Mohajerani, A., Bosnjak, D., Bromwich, D. (2016). Analysis and design methods of screw piles: a review.Soils and Foundations,56(1), 115-128. Wang, T., Liu, J., Tai, B., Zang, C., Zhang, Z. (2017). Frost jacking characteristics of screw piles in seasonally frozen regions based on thermo-mechanical simulations.Computers and Geotechnics,91, 27-38. Wang, T., Liu, J., Tian, Y., Lv, P. (2017). Frost jacking characteristics of screw piles by model testing.Cold Regions Science and Technology,138, 98-107. Xiao, D., Wu, C., Wu, H. (2017, July). Experimental Study on Ultimate Capacity of Large Screw Piles in Beijing. InInternational Congress and Exhibition" Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology"(pp. 52-58). Springer, Cham.