Citation: | WANG Gang, ZHA Jing-jing, WEI Xing. Evolution of particle crushing of carbonate sands under cyclic triaxial stress path[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 755-760. DOI: 10.11779/CJGE201904020 |
[1] |
KJAERNSLI B, SANDE A.Compressibility of some coarse grained materials[C]// Proceedings of the 1st European Conference on Soil Mechanics and Foundation Engineering. Weisbaden, 1963, 1: 245-251.
|
[2] |
HALL E B, GORDON B B.Triaxial testing with large-scale high pressure equipment[J]. Laboratory Shear Testing of Soils, 1963, 361: 315-328.
|
[3] |
常俊, 陈新民, 吕扬. 高应力条件下南京砂破碎特性的试验[J]. 南京工业大学学报(自然科学版), 2008, 30(4): 88-92.
(CHANG Jun, CHEN Xin-min, LÜ Yang.Experiment on particle crush mechanism of Nanjing sand under high stress[J]. Journal of Nanjing University of Technology (Natural Science Edition), 2008, 30(4): 88-92. (in Chinese)) |
[4] |
张家铭, 蒋国盛, 汪稔. 颗粒破碎及剪胀对钙质砂抗剪强度影响研究[J]. 岩土力学, 2009, 30(7): 2043-2048.
(ZHANG Jia-ming, JIANG Guo-sheng, WANG Ren.Research on influences of particle breakage and dilatancy on shear strength of calcareous sands[J]. Rock and Soil Mechanics, 2009, 30(7): 2043-2048. (in Chinese)) |
[5] |
QADIMI A, COOP M R.The undrained cyclic behaviour of a carbonate sand[J]. Géotechnique, 2007, 57(9): 739-750.
|
[6] |
DONOHUE S, O‘SULLIVAN C, LONG M. Particle breakage during cyclic triaxial loading of a carbonate sand[J]. Géotechnique, 2009, 59(5): 477-482.
|
[7] |
GOLIGHTLY C R, HYDE A F L. Some fundamental properties of carbonates sands[C]// Proceedings of the International Conference on Calcareous Sediments. Perth, 1988, 1: 69-78.
|
[8] |
HULL T S, POULUS H G, ALEHOSSEIN H.The static behavior of various calcareous sediments[C]// Proceedings of the International Conference on Calcareous Sediments. Perth, 1988.
|
[9] |
FLYNN W L.A comparative study of cyclic loading responses and effects of cementation on liquefaction potential of calcareous and silica sands[D]. Manoa: University of Hawaii, 1997.
|
[10] |
HYODO M, HYDE A F L, ARAMAKI N. Liquefaction of crushable soils[J]. Géotechnique, 1998, 48(4): 527-543.
|
[11] |
MORIOKA B T, NICHOLSON P G.Evaluation of the liquefaction potential of calcareous sand[C]// Proceedings of the 10th International Offshore and Polar Engineering Conference. Seattle, 2000.
|
[12] |
张建民. 砂土的可逆性和不可逆性剪胀规律[J]. 岩土工程学报, 2000, 22(1): 12-17.
(ZHANG Jian-min.Reversible and irreversible dilatancy of sand[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 12-17. (in Chinese)) |
[13] |
GUYON E, TROADEC J P.Du sac de billes au tas de sable[M]. France: Odile Jacob Science, 1994.
(GUYON É, TROADEC J P.Du sac de billes au tas de sable[M]. Odile Jacob Sciences, France, 1994. (in France)) |
[14] |
VESIC A S, CLOUGH G W.Behavior of granular materials under high stresses[J]. Journal of Soil Mechanics and Foundation Division, ASCE, 1968, 94(SM3): 661-688.
|
[15] |
NAKATA Y, HYODO M, HYDE A F L, et al. Microscopic particle crushing of sand subjected to high pressure one-dimensional compression[J]. Soils and Foundations, 2001, 41(1): 69-82.
|
[16] |
BASTIDAS P A M. Ottawa F-65 sand characterization[D]. California: University of California at Davis, 2016.
|
[17] |
吴京平, 褚瑶, 楼志刚. 颗粒破碎对钙质砂变形及强度特性的影响[J]. 岩土工程学报, 1997, 19(5): 51-57.
(WU Jing-ping, CHU Yao, LOU Zhi-gang.Influence of particle breakage on deformation and strength properties of calcareous sands[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(5): 51-57. (in Chinese)) |
[18] |
COOP M R, SORENSEN K K, BODAS T, et al.Particle breakage during shearing of a carbonate sand[J]. Géotechnique, 2004, 54(3): 157-163.
|
[19] |
张家铭, 张凌, 蒋国盛, 等. 剪切作用下钙质砂颗粒破碎试验研究[J]. 岩土力学, 2008, 29(10): 2789-2793.
(ZHANG Jia-ming, ZHANG Lin, JIANG Guo-sheng, et al.Research on particle crushing of calcareous sands under triaxial shear[J]. Rock and Soil Mechanics, 2008, 29(10): 2789-2793. (in Chinese)) |
[20] |
王刚, 叶沁果, 查京京. 珊瑚礁砂砾料力学行为与颗粒破碎的试验研究[J]. 岩土工程学报, 2018, 40(5): 802-810.
(WANG Gang, YE Qin-guo, ZHA Jing-jing.Experimental study on mechanical behavior and particle crushing of coral sand-gravel fills[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(5): 802-810. (in Chinese)) |
[21] |
HARDIN B O.Crushing of soil particles[J]. Journal of Geotechnical Engineering ASCE, 1985, 111(10): 1177-1192.
|
1. |
赵兵,申思,丁冠群. 浅析土工格室生态护坡抗冲刷性能——以简阳空港大道项目为例. 四川建筑. 2024(05): 281-283 .
![]() | |
2. |
孙健,杨广庆,左政,梁训美,王奇伟. 熔接型聚丙烯土工格室拉伸特性试验研究. 科学技术与工程. 2023(20): 8788-8794 .
![]() | |
3. |
王志杰,齐逸飞,杨广庆,蔡永明,刘伟超. 土工格室加筋碎石复合体大型三轴试验研究. 铁道学报. 2023(09): 161-169 .
![]() | |
4. |
李丹,董建刚,胡波,李波. 土工格室加筋砂土大型叠环式剪切试验研究. 人民长江. 2023(12): 211-217 .
![]() | |
5. |
左政,杨广庆,王贺,许淋颖,靳静,梁训美. 土工格室规格对加筋土剪切性能的影响. 岩土工程学报. 2022(06): 1053-1060 .
![]() | |
6. |
王艳坤,刘杰,宋玲,张兴疆,高斌. 土工格室加固风积沙地基模型试验研究. 公路交通科技. 2022(07): 40-48 .
![]() | |
7. |
蒲昌瑜,刘欣超,苏鹏辉,杨广庆. HDPE焊接型土工格室结点拉伸力学特性试验研究. 交通世界. 2022(28): 55-57 .
![]() |