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.