Citation: | YANG Guang-hua. Thingking of four stages of development of soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(9): 1730-1732. DOI: 10.11779/CJGE202209018 |
[1] |
建筑地基基础设计规范: GB 50007—2011[S]. 北京: 中国建筑工业出版社, 2012.
Code for Design of Building Foundation: GB 50007—2011[S]. Beijing: China Architecture & Building Press, 2012. (in Chinese)
|
[2] |
DUNCAN J M, CHANG C Y. Nonlinear analysis of stress and strain in soils[J]. Journal of the Soil Mechanics and Foundations Division, 1970, 96(5): 1629–1653. doi: 10.1061/JSFEAQ.0001458
|
[3] |
杨光华. 基础非线性沉降的双曲线模型法[J]. 地基处理, 1997(1): 50–53.
YANG Guang-hua. Hyperbola model in calculating the nonlinear settlement of foundation[J]. Ground Improvement, 1997(1): 50–53. (in China)
|
[4] |
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. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200611001.htm
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) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200611001.htm
|
[5] |
杨光华. 现代地基设计理论的创新与发展[J]. 岩土工程学报, 2021, 43(1): 1–18. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC202101003.htm
YANG Guang-hua. Innovation and development of modern theories for foundation design[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(1): 1–18. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC202101003.htm
|
[6] |
杨光华. 地基沉降计算的新方法及其应用[M]. 北京: 科学出版社, 2013.
YANG Guang-hua. The New Method to Calculate the Settlement of the Foundation and its Applications[M]. Beijing: Science Press, 2013. (in Chinese)
|
[7] |
杨光华. 发展原位土土力学研究的意义[C]//2012年南方岩土战略论坛论文集, 广州, 2012.
YANG Guang-hua. Significance of developing in-situ soil mechanics research[C]// Southern Geotechnical Strategy Forum Proceedings 2012, Chinese Society of Theoretical and Applied Mechanics, Guangzhou, 2012. (in Chinese)
|