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논문 기본 정보

자료유형
학술저널
저자정보
Xiang, Yuzhou (School of Civil Engineering, Chongqing University) Goh, Anthony Teck Chee (School of Civil and Environmental Engineering, Nanyang Technological University) Zhang, Wengang (School of Civil Engineering, Chongqing University) Zhang, Runhong (School of Civil and Environmental Engineering, Nanyang Technological University)
저널정보
테크노프레스 Geomechanics & engineering Geomechanics & engineering 제14권 제4호
발행연도
2018.1
수록면
315 - 324 (10page)

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With rapid economic growth, numerous deep excavation projects for high-rise buildings and subway transportation networks have been constructed in the past two decades. Deep excavations particularly in thick deposits of soft clay may cause excessive ground movements and thus result in potential damage to adjacent buildings and supporting utilities. Extensive plane strain finite element analyses considering small strain effect have been carried out to examine the wall deflections for excavations in soft clay deposits supported by diaphragm walls and bracings. The excavation geometrical parameters, soil strength and stiffness properties, soil unit weight, the strut stiffness and wall stiffness were varied to study the wall deflection behaviour. Based on these results, a multivariate adaptive regression splines model was developed for estimating the maximum wall deflection. Parametric analyses were also performed to investigate the influence of the various design variables on wall deflections.

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