Analytical procedure for massive water-sealing barriers used in deep excavations considering seepage effect and its application
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-022-5062-1.pdf
Reference43 articles.
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2. ELBAZ K, SHEN Shui-long, TAN Yong, et al. Investigation into performance of deep excavation in sand covered Karst: A case report [J]. Soils and Foundations, 2018, 58(4): 1042–1058. DOI: https://doi.org/10.1016/j.sandf.2018.03.012.
3. MENG Fan-yan, CHEN Ren-peng, WU Huai-na, et al. Observed behaviors of a long and deep excavation and collinear underlying tunnels in Shenzhen granite residual soil [J]. Tunnelling and Underground Space Technology, 2020, 103: 103504. DOI: https://doi.org/10.1016/j.tust.2020.103504.
4. CAO Cheng-yong, SHI Cheng-hua, LIU Ling-hui, et al. Novel excavation and construction method for a deep shaft excavation in ultrathick aquifers [J]. Advances in Civil Engineering, 2019: 1827479. DOI: https://doi.org/10.1155/2019/1827479.
5. LIU Jian-wen, SHI Cheng-hua, CAO Cheng-yong, et al. Improved analytical method for pile response due to foundation pit excavation [J]. Computers and Geotechnics, 2020, 123: 103609. DOI: https://doi.org/10.1016/j.compgeo.2020.103609.
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