Tang Y Q，Zhou J，He X J，et al.Theoretical and experimental study of consolidation settlement characteristics of hydraulic fill soil in Shanghai［J］.Environmental Earth Sciences，2012，67(5):1397-1405.
[2]
Dalmatov B I，Chikishev V M.Determination of foundation settlements with allowance for variation in compression modulus of clayey soil as function of stressed state［J］.Soil Mechanics and Foundation Engineering，1984，21(1):37-42.
[3]
中国建筑科学研究院.GB50007—2002建筑地基基础设计规范［S］.北京:中华人民共和国建设部，2002:4.(China Academy of Building Research.GB50007—2002 Code for design of building foundation［S］.Beijing:Ministry of Construction P.R，China，2002:4.)
[4]
岩土工程手册编写委员会.岩土工程手册［M］.北京:中国建筑工业出版社，1994.(The Compile Committee of Geotechnical Engineering Manual.Geotechnical engineering manual［M］.Beijing:China Architecture and Building Press，1994.)
[5]
Golden B L，Wasil E A，Harker P T.The analytic hierarchy process，applications and studies［M］.Berlin:SpringerVerlag，1989.
[6]
Ondrasik R，Matys M，Viskup J.Engineering geological zoning and seismic micro zoning［J］.Bulletin of Engineering Geology and the Environment，1992，46(1):89-92.
[7]
康志强，周辉，冯夏庭，等.大型岩质边坡岩体质量的可拓学理论评价［J］.东北大学学报:自然科学版，2007，28(12):1770-1774.(Kang Zhiqiang，Zhou Hui，Feng Xiating，et al.Evaluation of high rock slope quality based on theory of extenics［J］.Journal of Northeastern University:Natural Science，2007，28(12):1770-1774.)
[8]
［1］Liang X，Wu W F，Cai Y Q，et al.Settlement analysis of granular fill on soft soil under circular load［J］.Journal of Zhejiang University:Science，2001，2(2):186-191.
[9]
Anagnostopoulos C A，Grammatikopoulos I N.A new model for the prediction of secondary compression index of soft compressible soils［J］.Bulletin of Engineering Geology and Environment，2011，70(3):423-427.
[10]
蔡文，杨春燕，何斌.可拓学基础理论研究的新进展［J］.中国工程科学，2003，5(2):80-87.(Cai Wen，Yang Chunyan，He Bin.New development of the basic theory of extenics［J］.Engineering Science，2003，5(2):80-87.)
