岩土类工程材料π平面的蛋形强度准则  

Egg-Shaped Strength Criterion on the Plane for Geotechnical Engineering Materials

在线阅读下载全文

作  者:蒋佳琪 徐日庆[1,2] 俞建霖 陈文祥[3] 詹晓波 汪悦 裘志坚 成广谋 JIANG Jiaqi;XU Riqing;YU Jianlin;CHEN Wenxiang;ZHAN Xiaobo;WANG Yue;QIU Zhijian;CHENG Guangmou(Research Center of Coastal and Urban Geotechnical Engineering,Zhejiang University,Hangzhou 310058,Zhejiang,China;Engineering Research Center of Urban Underground Space Development of Zhejiang Province,Hangzhou 310058,Zhejiang,China;Hongrun Construction Group Co.,Ltd.,Hangzhou 310000,Zhejiang,China;Zhongtian Construction Group Co.,Ltd., Hangzhou 310008,Zhejiang,China;Hangzhou Metro Group Co.,Ltd.,Hangzhou 310020,Zhejiang,China)

机构地区:[1]浙江大学滨海和城市岩土工程研究中心,浙江杭州310058 [2]浙江省城市地下空间开发工程技术研究中心,浙江杭州310058 [3]宏润建设集团股份有限公司,浙江杭州310000 [4]中天建设集团有限公司,浙江杭州310008 [5]杭州市地铁集团有限责任公司,浙江杭州310020

出  处:《华南理工大学学报(自然科学版)》2021年第4期39-46,共8页Journal of South China University of Technology(Natural Science Edition)

基  金:国家自然科学基金资助项目(41672264);浙江省重点研发计划项目(2019C03103)。

摘  要:岩土类工程材料在三维应力状态下表现出偏平面各向异性的强度特征,而常见的强度理论在这方面存在一定局限。文中将蛋形屈服函数从子午面扩展至平面,提出了偏平面的蛋形强度准则,整个模型仅需α2和β2个参数,分别表征蛋形角隅函数的曲率变化以及三轴拉伸与三轴压缩强度之比。首先从数学角度论证蛋形函数作为平面形状函数的可行性,其次结合真三轴试验结果对蛋形角隅函数的有效性进行分析与讨论,相关数值比较结果表明:根据模型参数的不同,蛋形函数可表征多种不同形态的平面强度包线。在β一定的情形下,蛋形角隅函数与包括SMP准则在内的一些常见角隅函数均能较好地再现试验结果。当α2趋向于0时,蛋形强度包线与SMP准则趋于一致;而当α2趋向于1时,蛋形强度包线与Mohr-Coulomb准则趋于一致。Yield and failure properties on the deviatoric plane for geotechnical engineering materials under three-dimensional stress state are characterized by anisotropy,which can not be reflected by most classical strength criteria.This paper extended the egg-shaped function from the meridional plane to the plane and proposed the egg-shaped strength criterion for the deviatoric plane.Only 2 parametersα2 andβare required,which represent the curvature of egg-shaped function and the ratio of triaxial tensile strength to triaxial compressive strength,respectively.First of all,the feasibility of the egg-shaped function as yield/failure envelopes of deviatoric plane was mathematically demonstrated.Then the validity of the egg-shaped criterion was then analyzed and discussed combined with the results of several true triaxial tests.The numerical results show that the egg-shaped function can well simulate the strength envelopes with different geometric types depend on the defining parameters.Whenβis well determined,the egg-shaped function can successfully reproduce the test results as well as some other g(θ)expressions including the SMP criterion.And asα2 approaches 0,the egg-shaped strength envelope tends to be consistent with the SMP criterion.When it approaches 1,the egg-shaped strength envelope tends to be consistent with that of the Mohr-Coulomb criterion.

关 键 词:蛋形函数 平面 强度准则 真三轴试验 

分 类 号:TU43[建筑科学—岩土工程]

 

参考文献:

正在载入数据...

 

二级参考文献:

正在载入数据...

 

耦合文献:

正在载入数据...

 

引证文献:

正在载入数据...

 

二级引证文献:

正在载入数据...

 

同被引文献:

正在载入数据...

 

相关期刊文献:

正在载入数据...

相关的主题
相关的作者对象
相关的机构对象