Reply to discussion on "Interpolation algorithm for shallow foundations settlement based on compression and load-settlement curves"
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[1] TAYLOR D W. Fundamentals of soil mechanics[M]. New York: John Wiley Sons, Inc, 1948: 583. [2] 李仁平. 用双曲线切线模量方程计算地基非线性沉降[J]. 岩土力学, 2008, 29(7): 1987-1992. (LI Ren-ping. Nonlinear ground settlement calculated by hyperbolic curve tangent modulus equation[J]. Rock and Soil Mechanics, 2008, 29(7): 1987-1992. (in Chinese)) [3] 杨光华. 地基非线性沉降计算的原状土切线模量法[J]. 岩土工程学报, 2006, 28(11): 1927-1931. (YANG Guang-hua. Nonlinear settlement computation of the soil foundation with the undisturbed soil tangent modulus method[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 1927-1931. (in Chinese)) [4] 王洪新. 基于 e- p压缩曲线和 p- s载荷沉降曲线的浅基础沉降的内插算法[J]. 岩土工程学报, 2013, 35(4): 663-670. (WANG Hong-xin. Interpolation algorithm for shallow foundations settlement based on compression and load-settlement curves[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 663-670. (in Chinese)) [5] 胡中雄. 土力学与环境土工学[M]. 上海: 同济大学出版社, 1997: 140. (HU Zhong-xiong. Soil mechanics and environmental soil mechanics[M]. Shanghai: Tongji University Press, 1997: 140. (in Chinese)) [6] 李广信. 高等土力学[M]. 北京: 清华大学出版社, 2004: 266. (LI Guang-xin. Advanced soil mechanics[M]. Beijing: Tsinghua University Press, 2004: 266. (in Chinese)) [7] 彭长学, 杨光华. 软土 e- p曲线确定的简化方法及在非线性沉降计算中的应用[J]. 岩土力学, 2008, 29(6): 1706-1710. (PENG Chang-xue, YANG Guang-hua. A simplified method for determining e- p curve of soft soil and its application to analyzing nonlinear settlement of foundation [J]. Rock and Soil Mechanics, 2008, 29(6): 1706-1710. (in Chinese)) [8] YIN J H. Non-linear creep of soils in oedometer tests[J]. Géotechnique, 1999, 49(5): 699-707.
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