Citation: | Liu Lihua, Zhou Jianbo, Lei Yan, Liu Zhiming. Study on stress calculation for the structure with step rock foundation and block power plant[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(5): 573-577. |
[1] | QI Li-cheng, CHEN Qun, ZHU Ya-jun. sSeepage tests on double-layer soils composed of sandy gravel and sand under different stresses and shear displacements[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 63-67. DOI: 10.11779/CJGE2018S2013 |
[2] | ZHA Fu-sheng, LIN Zhi-yue, CUI Ke-rui. Numerical analysis of stress and deformation characteristics of foundation pits under deep excavation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 484-488. |
[3] | YU Shangjiang, ZENG Hui. The difference between measurements of stress in soil and pressure on wall-surface[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 684-687. |
[4] | WANG Tiehang, HU Changshun, LI Ning. Stress-strain numerical model for frozen soil subgrade[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 193-197. |
[5] | Zhu Huanchun. Measurements and analysis on bolt stresses at a slope[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(4): 471-474. |
[6] | Zhang Jincai, Zhang Yuzhuo. The Effects of Stresses on the Permeability of Fractured Rock Masses[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(2): 19-22. |
[7] | Su Zhongjie, Sui Huiquan, Liu Wensheng. Development and Application of Rock Soil Stress Strain Mate Sensor[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(3): 66-70. |
[8] | Xu Riqing, Gong Xiaonan. Nonlinear Stress-path-Dependent Behavior of Soils[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(4): 56-60. |
[9] | Chou Wanxi, Wei Shanbin, Zang Desheng. Measurement and Analysis of Shaft Lining Stress[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(1): 61-65. |
[10] | Zhang Qisen, Tang Xuesheng, Li Jianhua. Nonlinear Finite Element Analysis of Pavement Structural Stress[J]. Chinese Journal of Geotechnical Engineering, 1982, 4(3): 53-61. |