Estimation of diaphragm wall deflections for deep braced excavation in anisotropic clays using ensemble learning
This paper adopts the NGI-ADP soil model to carry out finite element analysis, based on which the effects of soft clay anisotropy on the diaphragm wall deflections in the braced excavation were evaluated. More than one thousand finite element cases were numerically analyzed, followed by extensive pa...
محفوظ في:
المؤلفون الرئيسيون: | Zhang, Runhong, Wu, Chongzhi, Goh, Anthony Teck Chee, Böhlke, Thomas, Zhang, Wengang |
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مؤلفون آخرون: | School of Civil and Environmental Engineering |
التنسيق: | مقال |
اللغة: | English |
منشور في: |
2021
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الموضوعات: | |
الوصول للمادة أونلاين: | https://hdl.handle.net/10356/146967 |
الوسوم: |
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المؤسسة: | Nanyang Technological University |
اللغة: | English |
مواد مشابهة
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Multivariate adaptive regression splines approach to estimate lateral wall deflection profiles caused by braced excavations in clays
بواسطة: Zhang, Wengang, وآخرون
منشور في: (2019) -
MARS inverse analysis of soil and wall properties for braced excavations in clays
بواسطة: Zhang, Wengang, وآخرون
منشور في: (2019) -
Reliability assessment of diaphragm wall deflections in soft clays
بواسطة: Xuan, Feng, وآخرون
منشور في: (2013) -
Strut loads in braced excavations involving diaphragm walls in clay
بواسطة: Chiang, Chee Cheong.
منشور في: (2008) -
Effect of braced excavation in anisotropic soft clay
بواسطة: Goh, Bryan Zhen Yi
منشور في: (2020)