|
|
Unloading effect and rapture zone distribution of columnar joints cavern |
ZHU Dao-jian |
Shanghai Municipal Engineering Design General Institute, Shanghai 200092, China |
|
|
Abstract he unloading effect was studied in order to analyze the critical deformation and the rupture zone of columnar joints cavern. The mechanism of elastic modulus changing with the stress level was studied based on the mixed multiweakness planes softening constitutive model. A formula that applied to columnar jointed rock mass was deduced, and the unloading effect was implemented in the constitutive model of columnar jointed rock mass. The excavation of columnar joints cavern was analyzed combined with the results, and the deformation characteristics and the distribution of plastic zone were obtained. Results show that the failure of joints was closely related to the tendency. Then the influence of each joints in the developing process of plastic zone was analyzed. The greatest impact was main joints that were perpendicular to excavation surface. The distribution of rupture zone of columnar jointed rock mass was revealed, which was the process of breakdown of main joints followed with the rupture of minor joints and the cracking of rock.
|
Published: 01 October 2010
|
|
柱状节理岩体开挖卸荷效应及破裂区分布规律
为了分析柱状节理洞室的变形和破裂区分布特征,研究岩体开挖扰动后的卸荷效应.在构建的复合型多弱面本构模型的基础上,建立柱状节理岩体开挖卸荷过程中弹性模量随应力水平的变化机制,提出适用于柱状节理岩体的理论公式,并成功嵌入本构模型,实现了柱状节理岩体的卸荷效应.结合取得的研究成果,进行柱状节理洞室开挖的计算分析,获取了围岩的变形特征及塑性区分布规律,发现节理面的屈服破坏与节理的倾向关系密切.研究各组节理面在塑性区开展过程中的影响,结果表明,垂直于开挖面的主节理面影响最大.揭示了柱状节理洞室围岩破裂区的开展过程及分布规律,即主节理面破裂贯通的过程并伴随次节理面的破裂扩展及岩体的开裂.
|
|
[1] 沈为.弹脆性材料的损伤本构关系及应用[J].力学学报,1991,23(5): 374-378.
SHEN Wei. A constitutive relation of elastobrittle material with damage and its application [J]. Acta Mechanica Sinica, 1991,23(5): 374-378.
[2] 江权,冯夏庭,陈国庆.考虑高地应力下围岩劣化的硬岩本构模型研究[J].岩石力学与工程学报,2008,27(1): 144-152.
JIANG Quan, FENG Xiating, CHEN Guoqing. Study on constitutive model of hard rock considering surrounding rock deterioration under high geostresses [J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(1): 144-152.
[3] 朱道建,杨林德,蔡永昌.节理岩体复合型多弱面软化模型的研究及实现[J].岩土工程学报,2010,32(2): 185-191.
ZHU Daojian,YANG Linde,CAI Yongchang. Study and application of mixed multiweakness plane softening model of jointed rock mass [J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2): 185-191.
[4] 朱道建,杨林德,蔡永昌.柱状节理岩体压缩破坏过程模拟分析及机理研究[J].岩石力学与工程学报,2009,28(4): 716-723.
ZHU Daojian, YANG Linde, CAI Yongchang. Simulation analysis of compressive failure process of columnar jointed rock mass and research on failure mechanism [J]. Chinese Journal of Rock Mechanics and Engineering,2009, 28(4): 716-723.
[5] 朱道建,杨林德,蔡永昌.柱状节理岩体各向异性特性及尺寸效应的研究[J].岩石力学与工程学报,2009,28(7): 1416-1425.
ZHU Daojian,YANG Linde,CAI Yongchang. Study on the characteristic of anisotropy and size effect of columnar jointed rock mass [J]. Chinese Journal of Rock Mechanics and Engineering,2009, 28(7): 1416-1425.
[6] MARTI J, CUNDALL P. Mixed discretization procedure for accurate modelling of plastic collapse [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1982, 6(6): 129-139.
[7] 朱道建,杨林德,黄建勇.厦门海底隧道地表沉降控制效果分析及其预测[J].岩石力学与工程学报,2003,22(6): 2356-2362.
ZHU Daojian, YANG Linde, HUANG Jianyong. Analysis and prediction of controlling effect of surface settlement on Xiamen subsea tunnel [J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(6): 2356-2362.
[8] 郑颖人,沈珠江,龚晓南.岩土塑性力学原理[M].北京:中国建筑工业出版社,2002: 205-225.
[9] 苏国韶,冯夏庭,江权,等.高地应力下地下工程稳定性分析与优化的局部能量释放率新指标研究[J].岩石力学与工程学报,2006,25(12): 2451-2456.
SU Guoshao,FENG Xiating,JIANG Quan,et al. Study on new index of local energy release rate forstability analysis and optimal design of underground rock mass engineering with high geostress [J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(12): 2451-2456.
[10] 黄润秋,黄达.卸荷条件下岩石变形特征及本构模型研究[J].地球科学进展,2008,23(5): 441-447.
HUNAG Runqiu, HUANG Da. Study on deformation character istics and constitutive model of rock[J]. Advances in Earth Science, 2008, 23(5): 441-447.
[11] 潘有林,程玉梅,胡中雄.卸荷状态下粘性土强度特性试验研究[J].岩土力学,2001,22(4): 490-493.
PAN Youlin,CHENG Yumei,HU Zhongxiong. Experimental study on the shear strength of clay under unloading conditions [J]. Rock and Soil Mechanics,2001,22(4): 490-493.
[12] 谢和平,陈忠辉.岩石力学[M].北京:科学出版社,2004: 60-62.
[13] 李天斌,王兰生.卸荷应力状态下玄武岩变形破坏特征的试验研究[J].岩石力学与工程学报,1993,12(4): 321-327.
LI Tianbin, WANG Lansheng. An experimental study on the deformation and failure features of a basalt under unloading condition [J]. Chinese Journal of Rock Mechanics and Engineering,1993, 12(4): 321-327. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|