参考文献/References:
[1] 鲍立楠,李竹,王世杰.某深基坑SMW工法支护监测结果分析[J].岩土工程学报,2008(S1):489-492.
[2]楼春晖,夏唐代,刘念武.软土地区基坑中SMW围护桩变形性状研究[J].岩土工程学报,2013,35(S2):1208-1211.
[3] 徐源. SMW工法设计与施工关键技术难点研究[J].徐州工程学院学报(社会科学版),2007,22(2):37-42.
[4] 顾士坦,施建勇.深基坑SMW工法模拟试验研究及工作机理分析[J].岩土力学,2008,29(4):1121-1126.
[5] 李东海,王梦恕,丁振明,等.含砂砾土层SMW围护结构变形的三维数值分析与监测[J].岩土工程学报,2012(S1):120-124.
[6] Peck R B. Deep excavation and tunneling in softground[C]//Proceeding of the 7th International Conference on Soil Mechanics and Foundation Engineering, Stateoftheart. Mexico City:s.n.,1969:225-290.
[7] 刘兴旺,施祖元,益德清,等.软土地区基坑开挖变形性状研究[J].岩土工程学报,1999,21(4):456-460.
[8] Moormann C. Analysis of wall and ground movements due to deep excavations in soft soil based on a new worldwide database[J].Soils and Foundations,2004,44(1):87-98.
[9] Long M. Database for retaining wall and ground movements due to deep excavations[J].Journal of Geotechnical & Geoenvironmental Engineering,2001,127(3):203-224.