Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 33 Issue 7
Turn off MathJax
Article Contents
Abstract
References
Related Articles
YAO Yang-ping, WAN Zheng, CHEN Sheng-shui. Dynamic UH model considering particle crushing[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1036-1044.
Citation: YAO Yang-ping, WAN Zheng, CHEN Sheng-shui. Dynamic UH model considering particle crushing[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1036-1044.
shu

Dynamic UH model considering particle crushing

  • (1. Beihang University, Beijing 100191, China; 2. Nanjing Hydraulic Research Institute, Nanjing 210029, China)

More Information
  • Received Date: October 07, 2010
  • Published Date: July 14, 2011
    Graphical Abstract
    • Abstract
  • The UH model considering particle crushing is expanded to dynamic UH (DUH) model by using the transformed stress (TS) method. There are three aspects developed in the proposed model: (1) the shape of yielding surface in UH model changes with the change of current stress state. The yielding surface in ordinary stress space is transformed into the ellipse yielding surface by adopting the TS method including p transformation; (2) the rotational hardening rule is adopted. The position and the shape of ellipse yielding surface are determined based on the value of rotational axis. The mixed hardening parameter considering isotropic hardening and rotational hardening is established; (3) the relationship between the reference yielding surface and the current yielding surface is established by means of the stress ratio R in TS space. There are fewer parameters in the proposed model. The reasonability of the proposed model is demonstrated by comparing with the test results of three kinds of geomaterials under monotonic and cyclic loading conditions.
    • FullText(HTML)
    • References (17)
  • [1]
    FUKUMOTO T. Particle breakage characteristics of granular soils[J]. Soils and Foundations, 1992, 32(1): 26–40.
    [2]
    DAOUADJI A, HICHER P Y, RAHMA A. An elastoplastic model for granular materials taking into account grain breakage[J]. European Journal of Mechanics - A/Solids, 2001, 20(1): 113–137.
    [3]
    刘汉龙, 秦红玉, 高玉峰, 等. 堆石粗粒料颗粒破碎试验研究[J]. 岩土力学, 2005, 26(4): 562–566.（LIU Han-long, QIN Hong-yu, GAO Yu-feng, et al. Experimental study on particle breakage of rockfill and coarse aggregates[J]. Rock and Soil Mechanics, 2005, 26(4): 562–566. (in Chinese)）
    [4]
    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 Meng-cheng, GAO Yu-feng, LIU Han-long. Study on shear dilatancy behaviors of rockfills in large-scale triaxial tests[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 205–211. (in Chinese))
    [5]
    沈珠江, 徐 刚. 堆石料的动力变形特性[J]. 水利水运科学研究, 1996(2): 143–150. (SHEN Zhu-jiang, XU Gang. Deformation behavior of rock materials under cyclic loading[J]. Hydro-Science and Engineering, 1996(2): 143–150. (in Chinese))
    [6]
    陈生水, 韩华强, 傅 华. 循环荷载下堆石料应力变形特性研究[J]. 岩土工程学报, 2010, 32(8): 1151–1157. (CHEN Sheng-shui, HAN Hua-qiang, FU Hua. Stress and deformation behaviors of rockfill under cyclic loadings[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(8): 1151–1157. (in Chinese))
    [7]
    张丙印, 贾延安, 张宗亮. 堆石体修正Rowe 剪胀方程与南水模型[J]. 岩土工程学报, 2007, 29(10): 1443–1448. (ZHANG Bing-yin, JIA Yan-an, ZHANG Zong-liang. Modified Rowe's dilatancy law of rockfill and Shen Zhujiang's double yield surfaces elastoplastic model[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1443–1448. (in Chinese))
    [8]
    吴兴征, 栾茂田, 李相菘. 复杂加载路径下堆石料动力本构模型及数值模拟[J]. 世界地震工程, 2001, 17(1): 9–14. (WU Xing-zheng, LUAN Mao-tian, LI Xiang-song. Bounding-surface hypoplastic model for rockfill materials under complex loading paths and its verification[J]. World Earthquake Engineering, 2001, 17(1): 9–14. (in Chinese))
    [9]
    YAO Y P, YAMAMOTO H, WANG N D. Constitutive model considering sand crushing[J]. Soils and Foundations, 2008, 48(4): 603–608.
    [10]
    HASHIGUSHI K. Subloading surface model in unconventional plasticity[J]. International Journal of plasticity, 1989, 25(8): 917–945.
    [11]
    姚仰平, 路德春, 周安楠, 等. 广义非线性强度理论及其变换应力空间[J]. 中国科学(E辑), 2004, 34(11): 1283–1299. (YAO Yang-ping, LU De-chun, ZHOU An-nan, et al. Generalized non-linear strength theory and transformed stress space[J]. Science in China(Ser E), 2004, 34(11): 1283–1299. (in Chinese))
    [12]
    姚仰平, 李自强, 侯 伟, 等. 基于改进伏斯列夫线的超固结土本构模型[J]. 水利学报, 2008, 39(11): 1244–1250.(YAO Yang-ping, LI Zi-qiang, HOU Wei, et al. Constitutive model of over-consolidated clay based on improved Hvorslev envelope[J]. Journal of Hydraulic Engineering, 2008, 39(11): 1244–1250. (in Chinese))
    [13]
    HASHIGUSHI K, CHEN Z P, TSUTSUMI S, et al. Cyclic elastoplastic constitutive equation of cohesive and noncohesive soils[C]// Proceedings of The Sixth International Symposium on Numerical Model in Geomechanics. Montreal, 1997: 93–98.
    [14]
    ZHANG F, YE B, NODA T, et al. Explanation of cyclic mobility of soils: Approach by stress-induced anisotropy[J]. Soils and Foundations, 2007, 47(4): 635–648.
    [15]
    SUN D A, HUANG W X, SHENG D C, et al. An elastoplastic model for granular materials exhibiting particle crushing[J]. Key Engineering Materials, 2007,341, 1273–1278.
    [16]
    MASAYUKI H, ADRIAN F L H, NORITAKA A, et al. Undrained monotonic and cyclic shear behaviour of sand under low and high confining stresses[J]. Soils and Foundations, 2002, 42(3): 63–76.
    [17]
    ERIS U, ATA G D. Monotonic and cyclic oedometer tests on sand at high stress levels[J]. Granular Matter, 2006, 8(1): 19–26
    • Related Articles

  • Related Articles

    [1]ZHU Jungao, CHEN Ge, WANG Tao, XIA Yong, PENG Wenming, LUO Qixun. A novel simple shear apparatus with stacked steel laminations for fine grained soil[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(12): 2668-2674. DOI: 10.11779/CJGE20230876
    [2]LIU Kai-fu, XU Jia-pei, ZHOU Qing-song, XIE Xin-yu, HU Yi. Large-scale direct shear tests on properties of geogrid-soil interfaces[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 185-188. DOI: 10.11779/CJGE2019S1047
    [3]LIN Nan, YE Guan-lin, WANG Jian-hua. Development and application of pneumatic hollow cylinder apparatus with four-direction dynamic loads[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1642-1651. DOI: 10.11779/CJGE201809010
    [4]TANG Jin-song, LIU Song-yu, TONG Li-yuan, SHEN Cai-hua. In-situ direct shear tests on shear strength indices of pebble and gravelly soil[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 167-171. DOI: 10.11779/CJGE2015S1032
    [5]WANG Jia-quan, ZHOU Jian, HUANG Liu-yun, HUANG Shi-bin. Macroscopic and mesoscopic studies of interface interaction on geosynthetics by use of large direct shear tests[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 908-915.
    [6]Development of a portable direct shear apparatus for both in-situ and laboratory tests[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(6).
    [7]CHEN Zhenghan, XIE Yun, SUN Shuguo, FANG Xiangwei, LI Gang. Temperature controlled triaxial apparatus for soils and its application[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 928-933.
    [8]CHEN Zhenghan, HU Shengxia, SUN Shuguo, FANG Xiangwei, WEN Jun. Development & application of consolidation apparatus and direct shear apparatus for unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(2): 161-166.
    [9]ZHANG Ga, ZHANG Jianmin. Development and application of Cyclic Shear Apparatus for Soil-structure Interface[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 149-153.
    [10]Yu Guangfu. The direct shear test on the trapezoidal specimen by means of tri-direction-jack[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 562-564.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1408) PDF downloads (689) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return