Advanced Gyro-Lumped Parameter Model and its Application to Pile Groups Supporting Multistory Buildings

Based on the recently proposed lumped parameter model (GLMP) using gyro elements, we proposed a simple and effective ground - structure interaction (SSI) method to support the pile foundation system. It showed a frequency dependent impedance function. (IF) Earth - Basic System The original GLPM has been modified to make gyro components compatible with traditional software frameworks. The converted GLPM is verified by the IF of the pile group supporting a single degree of freedom system and is implemented in a multitier building supported by a pile group.

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Based on the recently proposed lumped parameter model (GLMP) using gyro elements, we proposed a simple and effective ground - structure interaction (SSI) method to support the pile foundation system. It showed a frequency dependent impedance function. (IF) Earth - Basic System The original GLPM has been modified to make gyro components compatible with traditional software frameworks. - Introduction Petrochemicals in soil and water Anthropogenic pollutants are a by-product of industrialization. In the past, mechanical repair methods have been successfully used to clean contaminated soil and water. Phytoremediation effectively removes pollutants from soil and water (Wallace). Its effectiveness has been proven and now a better understanding of chemical and biological processes

When fixing the piles, the type of soil is an important factor. The authors investigated the influence of pile head fixation on the displacement of piles subject to lateral loading using analytical techniques. In this study, the properties of the piles are relatively small, but the soil parameters proved to have a large effect on the reduction factor. The rationale behind this problem is explained as the fact that most pile foundations have pile heads to reduce lateral displacement due to pile head constraints. The authors understand that the previous study was aimed only for small scale trials. The authors conducted a number of experiments and found that there is a change in the soil property reduction coefficient in the undrained common mode model. The authors conducted a quantitative analysis and used an analysis method to study the influence of pile head constraint on displacement.