A Prefabricated Underground Cylindrical Garage and a Corresponding Stiffness Analysis-Reference-Cited by-同舟云学术

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A Prefabricated Underground Cylindrical Garage and a Corresponding Stiffness Analysis

Published:2020-04-20 Issue:3 Volume:20 Page:954-968
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Zhang Zhenbo,Li Pengfei,Li Zheng,Zhang Mingju,Xiong Haocheng

Funder

Collaborative Innovation Project of Chaoyang District

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13296-020-00334-4.pdf

Reference24 articles.

1. Arai, Y., Kusakabe, O., Murata, O., & Konishi, S. (2008). A numerical study on ground displacement and stress during and after the installation of deep circular diaphragm walls and soil excavation. Computers and Geotechnics,35(5), 791–807. https://doi.org/10.1016/j.compgeo.2007.11.001.

2. Bryson, L. S., & Zapata-Medina, D. G. (2011). Method for estimating system stiffness for excavation support walls. Journal of Geotechnical and Geoenvironmental Engineering,138(9), 1104–1115. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000683.

3. Cai, F., Ugai, K., & Hagiwara, T. (2002). Base stability of circular excavations in soft clay. Journal of Geotechnical and Geoenvironmental Engineering,128(8), 702–706. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:8(702).

4. Faheem, H., Cai, F., & Ugai, K. (2004). Three-dimensional base stability of rectangular excavations in soft soils using FEM. Computers and Geotechnics,31(2), 67–74. https://doi.org/10.1016/j.compgeo.2004.02.005.

5. Faheem, H., Cai, F., Ugai, K., & Hagiwara, T. (2003). Two-dimensional base stability of excavations in soft soils using FEM. Computers and Geotechnics,30(2), 141–163. https://doi.org/10.1016/S0266-352X(02)00061-7.

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1. Experimental and numerical investigation on behaviors of Mold-bag Concrete Clamped Joints (MCCJ);Journal of Constructional Steel Research;2024-09

2. Numerical Investigation of Earth Berm Effects on Prefabricated Recyclable Supporting Structure in Circular Excavations;Applied Sciences;2024-05-30

3. Bearing capacity and failure behavior of disconnectable coupling joint with double row wedges (DCJD) used in the prestressed internal bracing;Underground Space;2022-08

4. Static and Seismic Experiments on the Beam-Column Joints of a Underground Cylindrical Garage Prefabricated Integrated Structure;International Journal of Steel Structures;2021-05-08

5. Experimental and numerical investigation on the bearing capacity of disconnectable coupling (DC) joints for prestressed internal bracing in subway excavations;Tunnelling and Underground Space Technology;2020-10

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