- 全国中文核心期刊
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| Citation: |
XIAO Hong-ju. Discussion on "Nonlinear soil spring model and parameters for calculating deformation of enclosure structure of foundation pits"[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(12): 2350-2351. DOI: 10.11779/CJGE202012024
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WANG Hong-xin, LI Xue-qiang, YANG Shi-fei, et al. Nonlinear soil spring model and parameters for calculating deformation of enclosure structure of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(6): 1032-1040. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC202006008.htm
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YANG Guang-hua. Nonlinear settle-ment 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) doi: 10.3321/j.issn:1000-4548.2006.11.002
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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. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200705009.htm
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) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200705009.htm
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基坑工程技术规范：DG/TJ08—61—2010[S]. 2010.
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