基于扰动状态概念的陇东Q3结构性黄土本构模型试验研究

doi:10.13722/j.cnki.jrme.2018.0206

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Abstract Q3 loess in Longdong has pronounced structural characteristics. Studying its mechanical deformation characteristics and deducing a suitable constitutive model are of theoretical and practical interest. A new constitutive model for Q3 loess from Longdong is presented based on the concept of disturbed state. The volumetric strain disturbance factor Dp and the shear strain disturbance factor Dq are proposed according to the experimental results. A function to describe the disturbed state is established according to the experimental results. The constitutive model proposed is relatively simple and it?s parameters can be obtained through triaxial isotropic compression test and triaxial shear test easily. Compared with the modified Cambridge model through the test curve and the calculated curve，it is proved that the constitutive model proposed can describe deformation characteristics of loess reasonably.

Key words： soil mechanics Longdong area structural loess disturbed state concept disturbance factor constitutive model

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	CHU Feng
	SHAO Shengjun

Cite this article:

CHU Feng,SHAO Shengjun. Experimental study on constitutive model of structural Q3 loess in Longdong area based on concept of disturbance state[J]. , 2018, 37(9): 2180-2188.

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2018.0206 OR https://rockmech.whrsm.ac.cn/EN/Y2018/V37/I9/2180

[1] 张贵义. 陇东黄土工程地质[M]. 西安：陕西科技出版社，2001：6–8.(ZHANG Guiyi. Engineering geology of Longdong loess[M]. Xi?an：Shaanxi Science and Technology Press，2001：6–8.(in Chinese))
[2] DESAI C S. A consistent finite element technique for work softening behavior[C]// Proceedings odf International Conference on Computer Methods in Nonlinear Mechanics. Austin，TX：University of Texas，1974：403–419.
[3] DESAI C S，TOTH J. Disturbed state constitutive modeling based on stress-strain and nondestructive behavior[J]. International Journal of Solids and Structures，1996，33(11)：1 619–1 650.
[4] DESAI C S. Mechanics of materials and interfaces：the disturbed state concept[M]. Baca Raton：CRC Press L L C，2001：77–78.
[5] ARMALEM S H，DESAI C S. Modeling and testing of cohesionless material using disturbed state concept[J]. Journal of the Mechanical Behavior of Materials，1994，5(3)：279–295.
[6] KATTI D R，DESAI C S. Modeling and testing of cohesive soil using disturbed state concept[J]. Journal of Engineering Mechanics，1995，121(5)：648–658.
[7] 吴刚. 工程材料的扰动状态本构模型(I)——扰动状态概念及其理论基础[J]. 岩石力学与工程学报，2002，21(6)：759–765.(WU Gang. Disturbed state constitution models of engineering material(I)—disturbed state concept and its theory principium[J]. Chinese Journal of Rock Mechanics and Engineering，2002，21(6)：759–765.(in Chinese))
[8] 郑建业，葛修润，孙红. 基于扰动状态理论的大理岩三轴受压响应描述[J]. 上海交通大学学报，2008，42(6)：949–952.(ZHENG Jianye，GE Xiurun，SUN Hong. Triaxial compressive response description of marble based on disturbed state concept theory[J]. Journal of Shanghai JiaoTong University，2008，42(6)：949–952.(in Chinese))
[9] 郑建业，葛修润，蒋宇，等，扰动状态概念方法的参数标定及应用初探[J]. 上海交通大学学报，2004，38(6)：972–975.(ZHENG Jianye，GE Xiurun，JIANG Yu，et al. Parameter calibration and preliminary utilization of disturbed state concept(DSC) method[J]. Journal of Shanghai Jiao Tong University，2004，38(6)：972–975.(in Chinese))
[10] 徐远杰，潘家军，楚锡华，等，基于扰动状态概念的堆石料本构模型研究[J]. 工程力学，2010，27(6)：154–161.(XU Yuanjie，PAN Jiajun，CHU Xihua，et al. Study on constitutive model for rockfill material based on the disturbed state concept[J]. Engineering Mechanics，2010，27(6)：154–161.(in Chinese))
[11] 朱剑锋，徐日庆，王兴陈，等. 考虑扰动影响的砂土弹塑性模型[J].岩石力学与工程学报，2011，30(1)：193–201.(ZHU Jianfeng，XU Riqing，WANG Xingchen，et al. An elastoplastic model for sand considering disturbance[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(1)：193–201.(in Chinese))
[12] 徐日庆，张俊，朱剑锋，等. 考虑扰动影响的修正Duncan-Chang模型[J]. 浙江大学学报：工学版，2012，46(1)：1–7.(XU Riqing，ZHANG Jun，ZHU Jianfeng，et al. Modified Duncan-Chang model considering disturbance[J]. Journal of Zhejiang University：Engineering Science，2012，46(1)：1–7.(in Chinese))
[13] 陈锦剑，吴刚，王建华，等. 基于扰动状态概念模型的饱和软黏土力学特性[J]. 上海交通大学学报，2004，38(6)：952–955.(CHEN Jinjian，WU Gang，WANG Jianhua，et al. Disturbed state concept model for studying on mechanical characteristic of saturated cohesive soils[J]. Journal of Shanghai Jiao Tong University，2004，38(6)：952–955.(in Chinese))
[14] 王国欣，肖树芳，黄宏伟，等，基于扰动状态概念的结构性粘土本构模型研究[J]. 固体力学学报，2004，25(2)：191–197.(WANG Guoxin，XIAO Shufang，HUANG Hongwei，et al. Study of constitutive model of structural clay based on the disturbed state concept[J]. Acta Mechanica Solida Sinica，2004，25(2)：191–197.(in Chinese))
[15] 于小军，齐志宏. 基于扰动状态概念的结构性软黏土本构模型[J].岩土工程学报，2009，31(12)：1 882–1 887.(YU Xiaojun，QI Zhihong. Constitutive model for soft clay based on disturbed state concept[J]. Chinese Journal of Geotechnical Engineering，2009，31(12)：1 882–1 887.(in Chinese))
[16] 李军霞，王常明，张先伟. 基于扰动状态理论的软土压缩变形试验[J]. 吉林大学学报：地球科学版，2010，40(2)：12–16.(LI Junxia，WANG Changming，ZHANG Xianwei. Experimental research on compressive deformation of soft soil based on disturbed state theory[J]. Journal of Jilin University：Earth Science，2010，40(2)：12–16.(in Chinese))
[17] 刘维正，石名磊，缪林昌. 基于扰动状态概念的结构性土压缩特性分析[J]. 岩土力学，2010，31(11)：3 475–3 480.(LIU Weizheng，SHI Minglei，MIAO Linchang. Analysis of compressibility of structural soils based on disturbed state concept[J]. Rock and Soil Mechanics，2010，31(11)：3 475–3 480.(in Chinese))
[18] 徐亚利. 结构性黄土的扰动状态本构模型研究及应用[博士学位论文][D]. 西安：西安建筑科技大学，2011.(XU Yali. Research on the disturbed state constitutive model of the structural loess and application[Ph. D. Thesis][D]. Xi?an：Xi?an University of Architecture and Technology，2011.(in Chinese))
[19] 杨丽娜. 赤峰黄土的工程地质特性及扰动状态模型的研究[硕士学位论文][D]. 长春：吉林大学，2013.(YANG Lina. Engineering geological properties and disturbed state model for Chifeng loess[M. S. Thesis][D]. Changchun：Jilin University，2013.(in Chinese))
[20] 强菲. 基于扰动状态概念的黄土本构模型研究[博士学位论文][D]. 西安：长安大学，2016.(QIANG Fei. Study on constitution model of loess based on disturbed state concept[Ph. D. Thesis][D]. Xi?an：Chang?an University，2016.(in Chinese))
[21] 方祥位，李洋洋，申春妮，等. 基于扰动状态概念的非饱和原状Q2黄土本构模型[J]. 后勤工程学院学报，2017，33(4)：1–8.(FANG Xiangwei，LI Yangyang，SHEN Chunni，et al. Constitutive model of unsaturated intact Q2 loess based on disturbed state concept[J]. Journal of Logistical Engineering University，2017，33(4)：1–8.(in Chinese))
[22] ROSCOE K H，BURLAND J B. On the generalized stress-strain behavior of wet clay，engineering plasticitys[M]. London：Cambridge University Press，1960：32–36.
[23] DESAI C S. Constitutive modeling using the disturbed state concept as microstructure self adjustment concept[C]// Continuum Models of Materials with Microstructure. New York：Wiley，1995：3–5.