Citation: | WENG Xin-rong. Experimental research on characteristics of stress path for soft soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 825-828. |
[1] |
王铁儒, 陈龙珠, 李明逵. 正常固结饱和黏性土孔隙水压力特性的研究[J]. 岩土工程学报, 1987, 9(4): 23-32. (WANG Tie-ru, CHENG Long-zhu, LI Ming-kui. Studies on pore water pressure properties of normally-consolidated clays[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(4): 23-32. (in Chinese))
|
[2] |
袁聚云, 杨熙章, 赵锡宏, 等. 上海软土各向异性性状的试验研究[J]. 大坝观测与土工测试, 1996, 20(2): 10-14. (YUAN Ju-yun, YANG Xi-zhang, ZHAO Xi-hong, et al. Experimental study on anisotropic characteristic of Shanghaii soft clay[J]. Dam Observation and Geotechnical Tests, 1996, 20(2): 10-14. (in Chinese))
|
[3] |
熊传祥, 周建安, 龚晓南, 等. 软土结构性试验研究[J].工业建筑, 2002, 32(3): 35-37. (XIONG Chuan-xiang, ZHOU Jian-an, GONG Xiao-nan, et al. Experimental study on soft clay structure property[J]. Industrial Construction, 2002, 32(3): 35-37. (in Chinese))
|
[4] |
YIN Jian-hua. Stress-strain strength characteristics of a marine soil with different clay contents[J]. Geotechnical Testing Journal, 2002, 25(4): 1-4.
|
[5] |
ABUEL-MAGA H M, BERGADO D T, RAMANA G V, et al. Experimental evaluation of engineering behavior of soft bangkok clay under elevated temperature[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(7): 902-910.
|
[6] |
WANG Y H, YAN W M. Laboratory studies of two common saprolitic soils in Hong Kong[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(7): 923-930.
|
[1] | WEN Shao-jie, ZHANG Wu-yu, ZENG Cui-qing. Experimental study on dynamic shear modulus and damping ratio of undisturbed loess in Haidong area[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 137-140. DOI: 10.11779/CJGE2019S2035 |
[2] | CHENG Ke, MIAO Yu. Effects of loess content on dynamic shear modulus and damping ratio of Taiyuan sand[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 69-72. DOI: 10.11779/CJGE2019S2018 |
[3] | LIU Xin, LI Sa, LIU Xiao-long, CHEN Wen-wei. Experimental study on dynamic shear modulus and damping ratio of calcareous sands in the South China Sea[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(9): 1773-1780. DOI: 10.11779/CJGE201909024 |
[4] | WANG Qian, LI Na, WANG Ping, HOU Peng-bo, ZHONG Xiu-mei, WANG Jun, WANG Hui-juan. Behaviors of dynamic modulus and damping ratio of loess in Gannan region of Gansu Province[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(s1): 192-197. DOI: 10.11779/CJGE2017S1038 |
[5] | GAO Hong-mei, SHEN Yan-qing, WANG Zhi-hua, CHEN Guo-xing. Dynamic modulus and damping ratio characteristics of EPS composite soil[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(2): 279-286. DOI: 10.11779/CJGE201702011 |
[6] | HUANG Bin, FU Xu-dong, ZHANG Ben-jiao, QIU Zi-feng. Test technology and normalized characteristics of dynamic elastic modulus and damping ratio[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(4): 659-666. DOI: 10.11779/CJGE201504011 |
[7] | ZHAN Ji-yan, CHEN Guo-xing, YANG Wei-lin, HU Qing-xing. Experimental study on dynamic shear modulus ratio and damping ratio of Suzhou quaternary sedimentary soil[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 559-566. |
[8] | QI Jianfeng, LUAN Maotian, YANG Qing, MA Tailei, YUAN Ying. Dynamic shear modulus and damping ratio of saturated clay[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(4): 518-523. |
[9] | CHEN Guoxing, LIU Xuezhu, ZHU Dinghua, HU Qingxing. Experimental studies on dynamic shear modulus ratio and damping ratio of recently deposited soils in Nanjing[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 1023-1027. |
[10] | He Changrong. Dynamic Triaxial Test on Modulus and Damping[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 42-51. |