Sun Xuexian. ,Cui Wenjian. Horizontal bearing test of diaphragm wall model in loess subgrade[J]. Journal of Lanzhou Railway Institute, 1995,14 ( 3) : 49-54.
Zhang L M. Behavior of laterally loaded large-section barrettes [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003,129( 7) : 639-648.
[5]
Wen Hua,Cheng Qiangong,Meng Fanchao,et al. Study on bearing performance of rectangular closed diaphragm walls as bridge foundation under vertical loading[J]. Chinese Journal of Geotechnical Engineering,2007,29( 12) : 1823-1829.
Kim D S,Lee B C. Instrumentation and numerical analysis of cylindrical diaphragm wall movement during deep excavation at coastal are[J]. Marine Georesources and Geotechnology,2005( 23) : 117 -136.
[8]
Meng Fanchao,Li Tao,Chen Xiaodong,et al. Test on the lateral bearing behavior of a diaphragm wall in a loess area[J]. China Civil Engineering Journal,2006,39( 11) : 96-100.
Ou C Y,Liao J T,Lin H D. Performance of diaphragm wall constructed using top-down method[J]. Journal of Geotechnical and Geoenvironmental Engineering,1998,124( 9) : 798-808.
[11]
Song Zhang,Cheng Qiangong,Gong Weiming,et al. Dong. In-situ static vertical loading test on rectangular diaphragm wall in loess subgrade[J]. Rock and Soil Mechanics,2008,29 ( 10) : 2713- 2718.
Fellenius B H,Richard K,Jack H,et al. O-cell testing and FE analysis of 28-m-deep barrette in Manila,Philippines.[J]. Journal of Geotechnical and Geoenvironmental Engineering,1999,125 ( 7) : 566-575.
[14]
Song Zhang,Cheng Qiangong,Mengfanchao,et al. In-situ test study of single diaphragm wall under horizontal loading in loess subgrade[J]. Rock and Soil Mechanics,2008,29 ( 8) : 2183- 2187.