[J].岩土工程技术,2008,22(1):51-54.LI Huawei.Characteristics of Pile-soil Stress Test Analysis about Large-diameter,High-replacement Rate Vibro Gravel Pile Composite Foundation
[2]
[J].Geotechnical Engineering,2008,22(1):51-54.
[3]
李宁,韩烜.复合地基中褥垫作用机理研究
[4]
[J].岩土力学,2003,21(1):10-15LI Ning,HAN Xuan.Mechanism Study on Composite Foundation Cushions
[5]
[J].Rock and Soil Mechanics,2003,21(1):10-15.
[6]
孙微微,刘远才.碎石桩复合地基的作用机理
[7]
[J].林业建设,2007(3):56-58SUN Weiwei,LIU Yuancai.Mechanism on Gravel Pile Composite Foundation
[8]
[J].Forestry Construction,2007(3):56-58.
[9]
张凤文,周洪彬.强夯置换碎石桩复合地基承载力的试验研究
[10]
[J].岩石力学与工程学报,2000,19(4):522-525.ZHANG Fengwen,ZHOU Hongbin.Testing Study on Dynamically Formed Stone Columns Compound Foundation
[11]
[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(4):522-525.
[12]
张福海,王保田,王炳齐,等.大粒径碎石桩在饱和超软土地基中的应用
[13]
[J].河海大学学报:自然科学版,2006,34(4):430-434.ZHANG Fuhai,WANG Baotian,WANG Binqi,et al. Application of large-size Gravel Pile in Saturated Super-soft Soil
[14]
[J].Journal of Hohai University:Natural Science Edition, 2006, 34(4): 430-434.
[15]
杨春桂,伊旭春,张新朝.软土地基钻孔灌注桩受力性状分析
[16]
[J].交通标准化,2007(6):183-186.YANG Chungui,YIN Xuchun,ZHANG Xinchao.Stress Analysis about Bored Piles on Soft Foundation