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APPLICATION OF ELECTRO-KINETICS TO EXPEDITE PILE SETUP IN KAOLINITECLAY

机译:电磁学在高岭土中桩速建立中的应用

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A significant increase in the side shear capacity over a period of time is oftenobserved in case of driven piles. This phenomenon is referred to as ‘setup’ or‘freeze’. This phenomenon cannot be predicted based on the knowledge of theengineering properties of soil. Different kinds of mechanisms have beenproposed in order to explain set-up in cohesive soils. In engineering practice,set-up is incorporated in design on the basis of empirical formulae anddepends to a large extent on personal experience and judgment of the designengineer. Set-up is a natural process which cannot be accelerated by anyexisting practice.A research was initiated to investigate the mechanism of pile set-up in clayeysoils and explore the possibility of accelerating the set-up process by anelectro-kinetic method. The system chosen for the present study consists of aprototype steel pile driven in kaolinite clay. A laboratory test program wasdeveloped at Cleveland State University in order to meet the goals of theproposed research. Results obtained from these tests are very encouragingand show pile capacity increase of 200% within the first 5 days of electricgradient application versus those that experience natural set-up. In this paper,theoretical considerations and laboratory test results are presented anddiscussed.
机译:在打桩的情况下,通常可以观察到一段时间内侧向抗剪能力的显着提高。这种现象称为“设置”或“冻结”。无法基于对土壤工程特性的了解来预测这种现象。为了解释粘性土壤中的结构,已经提出了各种机制。在工程实践中,设置是根据经验公式并入设计的,并且很大程度上取决于设计工程师的个人经验和判断力。设置是一个自然过程,任何现有的实践都无法加快该过程。开展了一项研究,以研究粘土在土壤中的设置过程,并探讨了通过电动方法加速设置过程的可能性。本研究选择的系统包括在高岭石粘土中打桩的原型钢桩。克利夫兰州立大学制定了实验室测试计划,以满足拟议研究的目标。从这些测试中获得的结果令人鼓舞,并且显示出在电梯度施加的前5天内,桩容量比经历自然设置的桩容量增加了200%。本文提出并讨论了理论上的考虑和实验室的测试结果。

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