- 全国中文核心期刊
- 中国科技核心期刊
- 美国工程索引（EI）收录期刊
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| Citation: |
LI Ren-ping. Discussion on "Interpolation algorithm for shallow foundations settlement based on compression and load-settlement curves"[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1941-1944.
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王洪新. 基于
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JGJ 6―99高层建筑箱形与筏形基础技术规范 [S]. 北京, 1999. (JGJ 6―99 Technical code for building of box and raft foundation[S]. Beijing, 1999. (in Chinese))
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焦五一. 地基变形计算的新参数——弦线模量的原理和应用[J]. 水文地质工程地质, 1982, 9(1): 30-33. (JIAO Wu-yi. New parameters of foundation deformation: the principle and application of chord modulus[J]. Hydrogeology and Engineering Geology, 1982, 9(1): 30-33. (in Chinese))
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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 soi1 tangent modulus method[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 1927-1931. (in Chinese))
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杨光华, 王鹏华, 乔有梁. 地基非线性沉降计算的原状土割线模量法[J]. 土木工程学报, 2007, 40(5): 49-52. (YANG Guang-hua, WANG Peng-hua, QIAO You-liang. An undisturbed-soil secant modulus method for calculation of nonlinear settlement of soil foundations[J]. China Civil Engineering Journal, 2007, 40(5): 49-52. (in Chinese))
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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))
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李仁平. 基于原位试验成果的地基非线性沉降分析[J]. 岩土力学, 2009, 30(2): 345-351. (LI Ren-ping. Analysis of nonlinear settlement of foundations based on in-situ tests[J]. Rock and Soil Mechanics, 2009, 30(2): 345-351. (in Chinese))
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李仁平, 陈福全. 对沉降计算中变形参数的几点思考[C]//岩土力学, 2007, 28(增刊1): 803-808. (LI Ren-ping, CHEN Fu-quan. Some considerations about parameters of deformation of settlement prediction[C]// Rock and Soil Mechanics, 2007, 28(S1): 803-808. (in Chinese))
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李仁平, 罗 勉. 采用修正弦线模量法预测基础的非线性沉降[J]. 三峡大学学报, 2011, 33(1): 41-45. (LI Ren-ping, LUO Mian. Nonlinear settlement prediction of spread footings using correctional chord-modulus[J]. Journal of Three Gorges University, 2011, 33(1): 41-45. (in Chinese))
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李仁平. 采用修正割线模量法分析地基的非线性沉降[J].三峡大学学报, 2012, 34(6): 57-62. (LI Ren-ping. Nonlinear analysis of foundation settlement by modified secant modulus method[J]. Journal of Three Gorges University, 2012, 34(6): 57-62. (in Chinese))
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LI Ren-ping, LIU Jie. Nonlinear analysis of settlement for cohesionless soil foundations based on in-situ tests[C]//Progress in Industrial and Civil Engineering, 2012 International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2012), Zhangjiajie, 2012: 107-114.
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LI Ren-ping. Nonlinear analysis of foundation settlement by modified secant modulus method[C]//Advances in Industrial and Civil Engineering, 2012 Global Conference on Civil, Structural and Environmental Engineering (GCCSEE 2012), Yichang, 2012: 259-265.
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李仁平. 地基非线性沉降计算的修正切线模量法[P]. ZL200710004615.1, 2010.10.10, 中国. (LI Ren-ping. Correction tangent modulus method of nonlinear settlement calculation[P]. ZL200710004615.1, 2010.10.10, China. (in Chinese))
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李仁平. 关于“地基非线性沉降计算的原状土切线模量法”的讨论[J]. 岩土工程学报, 2007, 29(7): 1108-1109. (LI Ren-ping. Discussion on “Nonlinear settlement computation of the soil foundation with the undisturbed soi1 tangent modulus method”[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 1108-1109. (in Chinese))
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李仁平. 上硬下软双层地基的非线性沉降分析[J],三峡大学学报, 2008, 30(1): 72-75. (LI Ren-ping. Nonlinear settlement analysis of two-layer foundation with firm bearing stratum and soft sublayer[J]. Journal of Three Gorges University, 2008, 30(1): 72-75. (in Chinese)
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李仁平. 砂土地基中五个扩展基础加载试验成果分析[J].三峡大学学报, 2011, 33(6): 37-40. (LI Ren-ping. Analysis of loading test results of five spread footings in sand[J]. Journal of Three Gorges University, 2011, 33(6): 37-40. (in Chinese))
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