Citation: | YANG Feng, WANG Weibing, XIE Zhiwei, MA Yiyue, LÜ Xilin. Experimental study on mechanical characteristics of coarse-grained materials of subgrade under static-dynamic loading[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 247-252. DOI: 10.11779/CJGE2023S20037 |
[1] |
SEIF EL DINE B, DUPLA J C, FRANK R, et al. Mechanical characterization of matrix coarse-grained soils with a large-sized triaxial device[J]. Canadian Geotechnical Journal, 2010, 47(4): 425-438. doi: 10.1139/T09-113
|
[2] |
吕玺琳, 程博文, 张甲峰, 等. 含水率对土石混合料力学特性影响试验研究[J]. 地基处理, 2023, 5(2): 97-104. https://www.cnki.com.cn/Article/CJFDTOTAL-DJCL202302002.htm
LÜ Xilin, CHENG Bowen, ZHANG Jiafeng, et al. Experimental study on the influence of moisture content on the mechanical properties of soil-rock mixture[J]. Journal of Ground Improvement, 2023, 5(2): 97-104. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DJCL202302002.htm
|
[3] |
XU M, HONG J T, SONG E X. DEM study on the effect of particle breakage on the macro- and micro-behavior of rockfill sheared along different stress paths[J]. Computers and Geotechnics, 2017, 89: 113-127. doi: 10.1016/j.compgeo.2017.04.012
|
[4] |
吕玺琳, 马一跃, 徐柯锋, 等. 含砾量对土石混合料力学特性影响离散元模拟[J]. 路基工程, 2022(4): 19-23. https://www.cnki.com.cn/Article/CJFDTOTAL-LJGC202204004.htm
LÜ Xilin, MA Yiyue, XU Kefeng, et al. Discrete element simulation of lnfluence of gravel content on mechanical properties of soil-rock mixture[J]. Subgrade Engineering, 2022(4): 19-23. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LJGC202204004.htm
|
[5] |
ZHANG Z L, XU W J, XIA W, et al. Large-scale in-situ test for mechanical characterization of soil-rock mixture used in an embankment dam[J]. International Journal of Rock Mechanics and Mining Sciences, 2016, 86: 317-322. doi: 10.1016/j.ijrmms.2015.04.001
|
[6] |
吕玺琳, 庞博, 朱长根, 等. 桩承式路堤桩土荷载分担特性物理模型试验研究[J]. 岩土工程学报, 2022, 44(增刊2): 50-53. doi: 10.11779/CJGE2022S2011
LÜ Xilin, PANG Bo, ZHU Changgen, et al. Physical model tests on load-sharing characteristics of piles and soils in pile-supported embankment[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 50-53. (in Chinese) doi: 10.11779/CJGE2022S2011
|
[7] |
TRINH V N, TANG A M, CUI Y J, et al. Mechanical characterisation of the fouled ballast in ancient railway track substructure by large-scale triaxial tests[J]. Soils and Foundations, 2012, 52(3): 511-523. doi: 10.1016/j.sandf.2012.05.009
|
[8] |
HARKNESS J, ZERVOS A, LE PEN L, et al. Discrete element simulation of railway ballast: modelling cell pressure effects in triaxial tests [J]. Granular Matter, 2016, 18(3): 65. doi: 10.1007/s10035-016-0660-y
|
[9] |
LIU S S, HUANG H, QIU T, et al. Effect of geogrid on railroad ballast particle movement[J]. Transportation Geotechnics, 2016, 9: 110-122. doi: 10.1016/j.trgeo.2016.08.003
|
[10] |
CAO Z G, CHEN J Y, CAI Y Q, et al. Long-term behavior of clay-fouled unbound granular materials subjected to cyclic loadings with different frequencies[J]. Engineering Geology, 2018, 243: 118-127. doi: 10.1016/j.enggeo.2018.06.019
|
[11] |
CAI Y Q, CHEN J Y, CAO Z G, et al. Influence of grain gradation on permanent strain of unbound granular materials under low confining pressure and high-cycle loading[J]. International Journal of Geomechanics, 2018, 18(3): 04017156. doi: 10.1061/(ASCE)GM.1943-5622.0001054
|
[12] |
公路路基设计规范: JTGD30—2015[S]. 北京: 人民交通出版社, 2015.
Specifications for Design of Highway Subgrades: JTGD30—2015[S]. Beijing: China Communications Press, 2015. (in Chinese)
|
[13] |
铁路路基设计规范: TB10001—2016[S]. 北京: 中国铁道出版社, 2016.
Code for Design of Railway Earth Structure: TB10001—2016[S]. Beijing: China Railway Publishing House, 2016. (in Chinese)
|
[14] |
WICHTMANN T, NIEMUNIS A, TRIANTAFYLLIDIS T. Strain accumulation in sand due to cyclic loading: drained triaxial tests[J]. Soil Dynamics and Earthquake Engineering, 2005, 25(12): 967-979. doi: 10.1016/j.soildyn.2005.02.022
|
[15] |
MARSAL R J. Large scale testing of rockfill materials[J]. Journal of the Soil Mechanics and Foundations Division, ASCE, 1967, 93(2): 27-43. doi: 10.1061/JSFEAQ.0000958
|
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