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An Affordable Cyclic Triaxial System For Nonresearch Universities
Author(s) -
Carmine P. Polito
Publication year - 2020
Publication title -
2009 annual conference and exposition proceedings
Language(s) - English
Resource type - Conference proceedings
DOI - 10.18260/1-2--5141
Subject(s) - liquefaction , soil water , geotechnical engineering , dynamic testing , earthquake engineering , engineering , shear (geology) , civil engineering , computer science , environmental science , geology , structural engineering , soil science , petrology
Liquefaction is the term commonly used to describe the sudden, dramatic strength loss that sometimes occurs in soils during seismic loading. While most frequently associated with cohesionless soils such as sands and silts and the dynamic loadings due to earthquakes, it has been reported in many types of soils under both dynamic and static loadings. As the built environment grows, its susceptibility to seismic damage is increased proportionally, thus the need for training engineers in seismic behavior and design, and the need for research in these areas, also increase. Unfortunately, due to the high cost of dynamic soil testing equipment, few students are able to have hands-on experience with this type of soil testing. Dynamic soil testing equipment such as cyclic triaxial and cyclic simple shear machines typically ranges from $60,000 to $200,000. As a result, typically only students at large research universities have any exposure to this type of testing and only those performing research have anything more than an observational experience. The apparatus discussed in this paper reflects the author’s attempt to develop an affordable dynamic soil testing system (less than $10,000). Such a system will make the study of dynamic soil behavior available to students at small universities and at universities in developing countries who cannot afford to purchase such equipment. The paper outlines the design and construction of a cyclic triaxial machine that can be constructed by universities that lack the large research budgets to purchase such equipment. Such a device will allow students at smaller universities the opportunity to study the dynamic behavior of soils first-hand and to develop viable undergraduate research programs in this area. In addition to the information on the system provided in the paper, the author will freely provide, through a website, schematics of the system, software for controlling and monitoring the system (written using the computer software Labview), and guidance in setting up and operating the system.

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