Estimating System Stiffness of Soil Nailing Wall for Deep Excavation in Clay
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-022-00722-3.pdf
Reference56 articles.
1. Hsieh PG, Ou CY, Lin YK, Lu FC (2015) Lesson learned in design of an excavation with the installation of buttress walls. J GeoEng 10(2):63–73
2. Hsiung BCB, Yang KH, Aila W, Hung C (2016) Three-dimensional effects of a deep excavation on wall deflections in loose to medium dense sands. Comput Geotech 80:138–151
3. Khoiri M, Ou CY (2013) Evaluation of deformation parameter for deep excavation in sand through case histories. Comput Geotech 47:57–67
4. Likitlersuang S, Surarak C, Wanatowski D, Oh E, Balasubramaniam A (2013) Finite element analysis of a deep excavation: a case study from the bangkok MRT. Soils Found 53(5):756–773
5. Orazalin ZY, Whittle AJ, Olson MB (2015) Three-dimensional analyses of excavation support system for the Stata Center Basement on the MIT campus. J Geotech Eng Geoenviron Eng 141(7):05015001
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Development of Plane Strain Ratio for Soil Nailing Wall in Clay;IOP Conference Series: Earth and Environmental Science;2023-10-01
2. Effectiveness of soil improvement for deep excavation in under-consolidated soil: A case study;E3S Web of Conferences;2023
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