Numerical Simulation of Deep Foundation Pit Construction under Complex Site Conditions
نویسندگان
چکیده
Based on the deep foundation pit project of Laoguancun station Wuhan rail transit line 16 and according to engineering characteristics construction conditions site surrounding environment, method combining field monitoring finite element numerical simulation is adopted analyze law stress deformation during excavation support construction; it includes horizontal displacement underground diaphragm wall, supporting axial force, ground surface settlement, which can be compared with measured data. Finally, some suggestions for in subway have been put forward certain reference value practical guiding significance design similar projects. The retaining structure at middle long side should strengthened process.
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ژورنال
عنوان ژورنال: Advances in Civil Engineering
سال: 2021
ISSN: ['1687-8086', '1687-8094']
DOI: https://doi.org/10.1155/2021/6669466