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contributor authorChi-Chin Tsai
contributor authorYoussef M. Hashash
date accessioned2017-05-08T21:46:20Z
date available2017-05-08T21:46:20Z
date copyrightJune 2009
date issued2009
identifier other%28asce%29gt%2E1943-5606%2E0000064.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61827
description abstractAn increasing number of downhole arrays are deployed to measure motions at the ground surface and within the soil profile. Measurements from these arrays provide an opportunity to improve site response models and to better understand underlying dynamic soil behavior. Parametric inverse analysis approaches have been used to identify constitutive model parameters to achieve a better match with field observations. However, they are limited by the selected material model. Nonparametric inverse analysis approaches identify averaged soil behavior between measurement locations. A novel inverse analysis framework, self-learning simulations (SelfSim), is employed to reproduce the measured downhole array response while extracting the underlying soil behavior of individual soil layers unconstrained by prior assumptions of soil behavior. SelfSim is successfully applied to recordings from Lotung and La Cienega. The extracted soil behavior from few events can be used to reliably predict the measured response for other events. The field extracted soil behavior shows dependencies of shear modulus and damping on cyclic shear strain level, number of loading cycles, and strain rate that are similar qualitatively to those reported from laboratory studies but differ quantitatively.
publisherAmerican Society of Civil Engineers
titleLearning of Dynamic Soil Behavior from Downhole Arrays
typeJournal Paper
journal volume135
journal issue6
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000050
treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 006
contenttypeFulltext


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