Wang Tao. Analysis and Application of Double Annular Supporting in Irregular Deep Foundation Pit[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(3): 115-117,121. doi: 10.3969/j.issn.1007-2993.2013.03.002
Citation:
Wang Tao. Analysis and Application of Double Annular Supporting in Irregular Deep Foundation Pit[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(3): 115-117,121. doi: 10.3969/j.issn.1007-2993.2013.03.002
Wang Tao. Analysis and Application of Double Annular Supporting in Irregular Deep Foundation Pit[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(3): 115-117,121. doi: 10.3969/j.issn.1007-2993.2013.03.002
Citation:
Wang Tao. Analysis and Application of Double Annular Supporting in Irregular Deep Foundation Pit[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(3): 115-117,121. doi: 10.3969/j.issn.1007-2993.2013.03.002
Based on engineering example,this article is carried out on characteristics and stress mechanism of double annular supporting system.Differences between monitoring actual value and design value are discussed.Problems about design and constructions process that should be paid attention to are analyzed.A suitable enclosure method for irregular deep foundation pit is provided.