GB 5007-2002,建筑地基基础设计规范[S]5007-2002, 建筑地基基础设计规范[S].北京:中国标准出版社, 2001.GB 5007-2002,Code for design of building foundation [S]5007-2002, Code for design of building foundation [S].Beijing:Standards Press of China, 2001. (in Chinese)
[2]
GB 50011-2001,建筑抗震设计规范[S]50011-2001, 建筑抗震设计规范[S].北京:中国标准出版社, 2001.GB 50011-2001,Code for seismic design of buildings [S]50011-2001, Code for seismic design of buildings [S].Beijing:Standards Press of China, 2001. (in Chinese)
[3]
GB 50010-2002,混凝土结构设计规范[S]50010-2002, 混凝土结构设计规范[S].北京:中国标准出版社, 2002.GB 50010-2002,Code for design of concrete structures [S]50010-2002, Code for design of concrete structures [S].Beijing:Standards Press of China, 2002. (in Chinese)
[4]
Das B M. Shallow foundations: bearing capacity and settlement [M]. Florida: CRC Press LLC, 1999: 254―265
[5]
Merlos J,Romo M P. Fluctuant bearing capacity of shallow foundations during earthquakes [J]. Soil Dynamics and Earthquake Engineering, 2006, 26: 103―114.
[6]
Abdul-Hamid Soubra,Dalia S. Youssef Abdel Massih and Mikael Kalfa. Bearing capacity of foundations resting on a spatially random soil [J]. Geosustainability and Geohazard Mitigation, 2008, 16(1): 66―73.
[7]
Kenny M J,Andrawes K Z. The bearing capacity of footings on a sand layer overlying soft clay [J]. Institution of Civil Engineers, 1997, 28: 339―345.
[8]
John P Wolf,Andrew J Deeks. Foundation vibration analysis: A strength of materials approach [S]. Linacre House, Jordan Hill, Oxford OX2 8DP 200 Wheeler Road, Burlington: 01803, 2004.
[9]
Ohara S,Matsuda H. Study on the settlement of saturated clay layer induced by cyclic shear [J]. Soils and Foundations, 1988, 28: 103―113.
[10]
Minna Karstunen,Martino Leoni. Geotechnics of soft soils: Focus on ground improvement [S]. London: Taylor and & Francis Group, 2009.
