粗粒土大三轴试验研究综述

石振明; 赵晓伟; 彭铭

doi:10.13544/j.cnki.jeg.2014.05.03

粗粒土大三轴试验研究综述

doi: 10.13544/j.cnki.jeg.2014.05.03

1.
同济大学地下建筑与工程系上海 200092;
2.
同济大学岩土及地下工程教育部重点实验室上海 200092

基金项目:

国家自然科学基金项目（批准号：41372272）资助

详细信息

作者简介:
石振明（1968- ），男，博士，副教授，从事地质工程教学和研究工作. Email: shi_tongji@tongji.edu.cn

中图分类号: TU41
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出版历程
- 收稿日期: 2014-05-10
- 修回日期: 2014-08-21
- 刊出日期: 2014-10-25

REVIEW OF STUDIES ON LARGE SCALE TRIAXIAL TESTS OF COARSE-GRAINED SOILS

1.
Department of Geotechnical Engineering, Tongji University, Shanghai 200092;
2.
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092

摘要

摘要: 自然界中广泛分布粗粒土，其具有压实密度大、良好透水性、抗剪强度高、沉降变形小、不易产生地震液化等优良的工程特性，已被广泛运用于土石坝工程建设中。本文在阅读大量参考文献的基础上概括和总结了粗粒土大三轴试验研究进展情况，包括抗剪强度、变形特性、应力-应变关系特性、试验中的若干问题，并结合已有认识，提出了笔者一些自己的思考，指出了今后关于粗粒土的研究方向。
- 粗粒土 /
- 大三轴试验 /
- 抗剪强度 /
- 变形特性 /
- 应力-应变特性
Abstract: Coarse-grained soils are widely distributed in nature. They have a good compaction performance, including high density, strong water permeability, high shear strength, small settlement. They are not easy to produce liquefaction under the earthquake load. They have been widely used in earth dam construction. On the basis of reviewing a large number of related publications, some advances of the research on the coarse-grained soils are summarized in this paper. They include the shear strength, the deformation behaviors, the stress-strain relationship characteristics and several problems in test. The authors presents some of their own thinking, pointing out the direction of future research on the coarse-grained soils according to the existing knowledge.
- Coarse-grained soils /
- Large scale triaxial test /
- The shear strength /
- Deformation behaviors /
- The stress-strain relationship characteristics

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参考文献(1)

[1] 李晓云, 赵宝平. 某粗粒土大型三轴剪切试验研究[J]. 西北水电, 2011, (3): 86～88.

Li Xiaoyun, Zhao Baoping. Research on a certain coarse soil by large triaxial shear test[J]. Northwest hydroelectric, 2011, (3): 86～88.

[2] 刘萌成,高玉峰,刘汉龙,等. 粗粒料大三轴试验研究进展[J]. 岩土力学, 2002, 23 (2): 217～221.

Liu Mengcheng, Gao Yufeng, Liu Hanlong, et al. Development of study on a large scale triaxial test of coarse-grained materials[J]. Rock and Soil Mechanics, 2002, 23 (2): 217～221.

[3] 张启岳,司洪洋. 粗颗粒土大型三轴压缩试验的强度与应力-应变特性[J]. 水利学报, 1982, (9): 22～31.

Zhang Qiyue, Si Hongyang. Strength and stress-strain properties of the coarse-grained soils by large triaxial shear test[J]. Journal of Hydraulic Engineering, 1982, (9): 22～31.

[4] 禇福永,朱俊高,王观琪,等. 粗粒土变形与强度特性大三轴试验研究[J]. 山东农业大学学报, 2011, 42 (4): 572～578.

Chu Fuyong, Zhu Jungao, Wang Guanqi, et al. Large scale triaxial test study on deformation and strength characteristics of coarse-grained material[J]. Journal of Shandong Agricultural University, 2011, 42 (4): 572～578.

[5] 刘萌成,高玉峰,刘汉龙. 堆石料变形与强度特性的大型三轴试验研究[J]. 岩石力学与工程学报, 2003, 22 (7): 1104～1111.

Liu Mengcheng, Gao Yufeng, Liu Hanlong. Large scale triaxial test study on deformation and strength characteristics of rock fill materials[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (7): 1104～1111.

[6] 张家铭,刘浩,胡恒,等. 咸池沟弃渣场渣体大型三轴试验研究[J]. 工程勘察, 2012, (12): 4～7.

Zhang Jiaming, Liu Hao, Hu Heng, et al. Large-scale triaxial test study on behaviors of discarded soil field in Xianchi gully[J]. Geotechnical Investigation ＆ Surveying, 2012, (12): 4～7.

[7] 甘霖,袁光国. 大型高压三轴试验测试及粗粒土的强度特性[J]. 大坝观测与土工测试, 1997, 21 (3): 9～12.

Gan Lin, Yuan Guangguo. Large high pressure triaxial test and strength properties of coarse-grained soil[J]. The Dam Observation and Geotechnical Tests, 1997, 21 (3): 9～12.

[8] 阎宗岭. 土石混合料大型三轴剪切试验研究[A]//2004年道路工程学术交流会论文集[C]. 北京:人民交通出版社,2004.

Yan Chongling. Large triaxial shear test study on earth-rock mixture materials[A]//Proceedings of Road Engineering in 2004[C]. Beijing: China Communications Press, 2004.

[9] 闫玉兴. 遂宁某机场粗颗粒土大三轴饱和不固结试验研究[J]. 甘肃水利水电技术, 2012, 48 (7): 25～27.

Yan Yuxing. Large-scale triaxial test study on the coarse-grained soils of saturated and unconsolidated from one airport in Suining[J]. Water Conservancy and Hydropower Engineering in Gansu, 2012, 48 (7): 25～27.

[10] 秦尚林,陈善雄,韩卓,等. 巨粒土大型三轴试验研究[J]. 岩土力学, 2010, 31 (S2): 189～193.

Qin Shanglin, Chen Shanxiong, Han Zhuo, et al. Large-scale triaxial test study of behavior of over coarse-grained soils[J]. Rock and Soil Mechanics, 2010, 31 (S2): 189～193.

[11] 孟飞,张家生,胡奇凡,等. 粗粒土体变规律大型三轴试验研究[J]. 水利水电技术, 2013, 44 (6): 139～143.

Meng Fei, Zhang Jiasheng, Hu Qifan, et al. Large-scale triaxial test study on volumetric strain law of coarse-grained soil[J]. Water Resources and Hydropower Engineering, 2013, 44 (6): 139～143.

[12] 陈晓斌. 红砂岩粗粒土剪胀效应大型三轴试验研究[J]. 岩石力学与工程学报, 2010, 29 (1): 3145～3149.

Chen Xiaobin. Study of dilatancy effect of redstone coarse grained soil by large sacle triaxialtests[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (1): 3145～3149.

[13] 刘萌成,高玉峰,刘汉龙. 堆石料剪胀特性大型三轴试验研究[J]. 岩土工程学报, 2008, 30 (2): 205～211.

Liu Mengcheng, Gao Yufeng,Liu Hanlong. Study on shear dilatancy behaviors of rockfills in large-scale triaxialtests[J]. Chinese Journal of Geotechnical Engineering, 2008, 30 (2): 205～211.

[14] 禇福永,朱俊高,殷建华. 基于大三轴试验的粗粒土剪胀性研究[J]. 岩土力学, 2013, 34 (8): 2249～2253.

Chu Fuyong, Zhu Jungao, Yin Jianhua. Study of dilatancy behaviors of coarse-grained soils in large-scale triaxial test[J]. Rock and Soil Mechanics, 2013, 34 (8): 2249～2253.

[15] 禇福永,朱俊高,殷建华. 基于大三轴试验的粗粒土应力剪胀方程[J]. 四川大学学报(工程科学版), 2013, 45 (5): 24～28.

Chu Fuyong, Zhu Jungao, Yin Jianhua. Study on stress-dilatancy equation of coarse-grained soils based on large-scale triaxialtest[J]. Journal of Sichuan University(Engineering Science Edition), 2013, 45 (5): 24～28.

[16] 刘萌成,高玉峰,刘汉龙. 应力路径条件下堆石料剪切特性大型三轴试验研究[J]. 岩石力学与工程学报, 2008, 27 (1): 176～186.

Liu Mengcheng, Gao Yufeng,Liu Hanlong. Study on shear behaviors of rockfill in large-scale triaxial tests under different stress paths[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27 (1): 176～186.

[17] 杨建华. 不固结不排水剪试验中多个试样加荷与一个试样多级加荷的应用[J]. 地质灾害与环境保护, 2005, 16 (2): 212～214.

Yang Jianhua. Implementation of multi-sample loading test and singie sample multistage loading test in unconsolidated untrained test[J]. Journal of Geological Hazards and Environment Preservation, 2005, 16 (2): 212～214.

[18] 董炳华. 不同控制方式的三轴试验对土抗剪强度的影响[J]. 铁道标准设计, 1994,(6):13～14.

Dong Binghua. The influence of different control methods triaxial tests on soil shear strength[J]. Railway Standard Design, 1994, (6):13～14.

[19] 司洪洋. 大型三轴试验的选型问题[J]. 勘察科学技术, 1988, (1): 12～16.

Si Hongyang. The selection problem of large-scale triaxial test[J]. Investigation of Science and Technology, 1988, (1): 12～16.

[20] 傅华,韩华强,凌华. 堆石料级配缩尺方法对其室内试验结果的影响[J]. 岩土力学, 2012, 33 (9): 2645～2649.

Fu Hua, Han Huaqiang, Ling Hua. Effect of grading scale method on results of laboratory tests on rockfill materials[J]. Rock and Soil Mechanics, 2012, 33 (9): 2645～2649.

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