Citation: | FANG Yu-fei, YAO Yang-ping, SHU Wen-jun. Time-dependent unified hardening model for granular materials[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 17-20. DOI: 10.11779/CJGE2019S2005 |
[1] |
YAO Y P, KONG L M, ZHOU A N, et al.Time-dependent unified hardening model: Three-dimensional elastoviscoplastic constitutive model for clays[J]. Journal of Engineering Mechanics, 2014, 141(6): 04014162.
|
[2] |
FENG W Q, YIN J H.A new simplified Hypothesis B method for calculating consolidation settlements of double soil layers exhibiting creep[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2017, 41(6): 899-917.
|
[3] |
姚仰平, 刘林, 罗汀. 砂土的UH 模型[J]. 岩土工程学报, 2016, 38(12): 2147-2153.
(YAO Yang-ping, LIU Lin, LUO Ting.UH model for sands[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(12): 2147-2153. (in Chinese)) |
[4] |
姚仰平, 方雨菲. 土的负蠕变特性及其本构模型[J]. 岩土工程学报, 2017, 40(10): 1759-1765.|
(YAO Yang-ping, FANG Yu-fei.Properties of negative creep and its constitutive model for soils[J]. Chinese Journal of Geotechnical Engineering, 2017, 40(10): 1759-1765. (in Chinese)) |
[5] |
YAO Y P, FANG Y F.Negative creep of soils[J]. Canadian Geotechnical Journal. http://doi.org/10.1139/cgj-2018-0624.
|
[6] |
YAO Y P, HOU W, ZHOU A N.UH model: three-dimensional unified hardening model for overconsolidated clays[J]. Géotechnique, 2009, 59(5): 451-469.
|
[7] |
ZHU J G.Experimental study and elastic visco-plastic modelling of the time-dependent stress-strain behaviour of Hong Kong marine deposits[D]. Hong Kong: The Hong Kong Polytechnic University, 2000.
|
[8] |
MESRI G, VARDHANABHUTI B.Compression of granular materials[J]. Canadian Geotechnical Journal, 2009, 46(4): 369-392.
|
[9] |
VERDUGO R, ISHIHARA K.The steady state of sandy soils[J]. Soil and Foundations, 1996, 36: 81-91.
|
[1] | HUANG Man, WU Yuewei, LIU Dan, HONG Chenjie, DU Shigui, LUO Zhanyou. Experimental study on size effect of shear strength of joints with different infill ratios[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(9): 1820-1830. DOI: 10.11779/CJGE20230549 |
[2] | QIAN Jiangu, LIN Zhiqiang. Shear strength behaviors of unsaturated expansive soils with dual-porosity structure[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(3): 486-494. DOI: 10.11779/CJGE20220112 |
[3] | ZHAO Yu-xin, LIU Yan, LI Xu, LUO Ya-sheng. Comparative analysis and parameter determination method of shear strength models for unsaturated clayey soils[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 126-131. DOI: 10.11779/CJGE2022S1023 |
[4] | LIU Qi-fei, ZHUANG Hai-yang, CHEN Jia, WU Qi, CHEN Guo-xing. Tests on shear strength and failure mode of rubber particle-sand mixtures[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(10): 1887-1895. DOI: 10.11779/CJGE202110015 |
[5] | LIU Jiang-tao, YANG Zheng-dong, SUN Fei-da, GUO Yi-peng, LAI Zheng-fa, YAN Rui-jing. Shear strength of lacustrine deposits in soft soil area of Kunming[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 125-129. DOI: 10.11779/CJGE2014S2021 |
[6] | TANG Zhi-cheng. Modified Jennings shear strength criterion based on mechanical weakening model of rock bridges[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2093-2099. |
[7] | HUANG Bo, WANG Qing-jing, LING Dao-sheng, DING Hao, CHEN Yun-min. Effects of back pressure on shear strength of saturated sand in triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1313-1319. |
[8] | TONG Zhiyi, CHEN Congxin, XU Jian, ZHANG Gaochao, LU Wei. Selection of shear strength of structural plane based on adhesion friction theory[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1367-1371. |
[9] | SUN Shulin, WANG Lifeng. Comparison of shear strength between saturated and unsaturated sandy silt[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 1932-1935. |
[10] | LAI Guowei. Study on the macro-shear strength of filled materials in earth-rock dams[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(2): 239-242. |
1. |
陈世江,刘宏伟,李涛,岳虎,刘建刚,余江. 岩体节理粗糙度定量化评价新模型. 煤田地质与勘探. 2025(03): 156-166 .
![]() |