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EQUATIONS OF MOTION AND BOUNDARY CONDITIONS OF INCREMENTAL RATE TYPE FOR POLAR CONTINUA 被引量:1
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作者 戴天民 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2000年第3期249-254,共6页
The relations between various couple stress tensors and their change rates are derived. The equations of angular momentum and the corresponding boundary conditions of incremental rate type are presented. Thus the equa... The relations between various couple stress tensors and their change rates are derived. The equations of angular momentum and the corresponding boundary conditions of incremental rate type are presented. Thus the equations of motion and the boundary conditions of incremental rate type of Cauchy form, Piola form and Kirchhoff from for polar continua are obtained in combination of these results with those for classical continuum mechanics derived by kuang Zhenbang. 展开更多
关键词 equations of motion boundary conditions incremental rates polar continua
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RESTUDY OF COUPLED FIELD THEORIES FOR MICROPOLAR CONTINUA (Ⅰ)──MICROPOLAR THERMOELASTICITY 被引量:1
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作者 DAI Tian-min(戴天民) 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2002年第2期119-126,共8页
Problems of micropolar thermoelasticity have been presented and discussed by some authors in the traditional framework of micropolar continuum field theory. In this paper the theory of micropolar thermoelasticity is r... Problems of micropolar thermoelasticity have been presented and discussed by some authors in the traditional framework of micropolar continuum field theory. In this paper the theory of micropolar thermoelasticity is restudied. The reason why it was restricted to a linear one is analyzed. The rather general principle of virtual work and the new formulation for the virtual work of internal forces as well as the rather complete Hamilton principle in micropolar thermoelasticity are established. From this new Hamilton principle not only the equations of motion, the balance equation of entropy, the boundary conditions of stress, couple stress and heat, but also the boundary conditions of displacement, microrotation and temperature are simultaneously derived. 展开更多
关键词 micropolar continua THERMOELASTICITY principle of virtual work Hamilton principle
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DYNAMICAL EQUATIONS FOR POLAR CONTINUA IN ORTHOGONAL CURVILINEAR COORDINATES
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作者 戴天民 宋彦琦 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1999年第5期3-6,共4页
In this paper the concrete forms o f dyn amical equations for finite deformable polar elastic media of Boussinesq type, K irchhoff type, Signorini type and Novozhilov type with the help of the anholono mic physical f... In this paper the concrete forms o f dyn amical equations for finite deformable polar elastic media of Boussinesq type, K irchhoff type, Signorini type and Novozhilov type with the help of the anholono mic physical frame method are derived. 展开更多
关键词 polar continua dynamical equations anholonomic physical frame
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NEW CONSERVATION LAWS OF ENERGY AND C-D INEQUALITIES IN CONTINUA WITH MICROSTRUCTURE
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作者 DAI Tian-min(戴天民) 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2001年第2期135-143,共9页
Existing fundamental laws, balance equations and Clausius-Duhem inequalities in continua with microstructure are systematically restudied, and the incomplete formulations of conservation laws of energy and related C-D... Existing fundamental laws, balance equations and Clausius-Duhem inequalities in continua with microstructure are systematically restudied, and the incomplete formulations of conservation laws of energy and related C-D inequalities are pointed out. Some remarks on existing results are made, and new conservation laws of energy and related C-D inequalities are presented. 展开更多
关键词 continua with microstructure new conservation laws of energy new C-D inequalities
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Restrictions on the Material Coefficients in the Constitutive Theories for Non-Classical Viscous Fluent Continua
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作者 K. S. Surana A. D. Joy J. N. Reddy 《Applied Mathematics》 2018年第1期44-85,共42页
This paper considers conservation and balance laws and the constitutive theories for non-classical viscous fluent continua without memory, in which internal rotation rates due to the velocity gradient tensor are incor... This paper considers conservation and balance laws and the constitutive theories for non-classical viscous fluent continua without memory, in which internal rotation rates due to the velocity gradient tensor are incorporated in the thermodynamic framework. The constitutive theories for the deviatoric part of the symmetric Cauchy stress tensor and the Cauchy moment tensor are derived based on integrity. The constitutive theories for the Cauchy moment tensor are considered when the balance of moments of moments 1) is not a balance law and 2) is a balance law. The constitutive theory for heat vector based on integrity is also considered. Restrictions on the material coefficients in the constitutive theories for the stress tensor, moment tensor, and heat vector are established using the conditions resulting from the entropy inequality, keeping in mind that the constitutive theories derived here based on integrity are in fact nonlinear constitutive theories. It is shown that in the case of the simplest linear constitutive theory for stress tensor used predominantly for compressible viscous fluids, Stokes' hypothesis or Stokes'?assumption has no thermodynamic basis, hence may be viewed incorrect. Thermodynamically consistent derivations of the restrictions on various material coefficients are presented for non-classical as well as classical theories that are applicable to nonlinear constitutive theories, which are inevitable if the constitutive theories are derived based on integrity. 展开更多
关键词 Non-Classical continua Polar continua EULERIAN Description VISCOUS Fluids MATERIAL COEFFICIENTS
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Rotational Inertial Physics in Non-Classical Thermoviscous Fluent Continua Incorporating Internal Rotation Rates
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作者 K. S. Surana J. K. Kendall 《Applied Mathematics》 2022年第6期453-487,共35页
In this paper, we derive non-classical continuum theory for physics of compressible and incompressible thermoviscous non-classical fluent continua using the conservation and balance laws (CBL) by incorporating additio... In this paper, we derive non-classical continuum theory for physics of compressible and incompressible thermoviscous non-classical fluent continua using the conservation and balance laws (CBL) by incorporating additional physics of internal rotation rates arising from the velocity gradient tensor as well as their time varying rates and the rotational inertial effects. In this non-classical continuum theory time dependent deformation of fluent continua results in time varying rotation rates i.e., angular velocities and angular accelerations at material points. Resistance offered to these by deforming fluent continua results in additional moments, angular momenta and inertial effects due to rotation rates i.e., angular velocities and angular accelerations at the material points. Currently, this physics due to internal rotation rates and inertial effects is neither considered in classical continuum mechanics (CCM) nor in non-classical continuum mechanics (NCCM). In this paper, we present a derivation of conservation and balance laws in Eulerian description: conservation of mass (CM), balance of linear momenta (BLM), balance of angular momenta (BAM), balance of moment of moments (BMM), first and second laws of thermodynamics (FLT, SLT) that include: (i) Physics of internal rotation rates resulting from the velocity gradient tensor;(ii) New physics resulting due to angular velocities and angular accelerations due to spatially varying and time dependent rotation rates. The balance laws derived here are compared with those that only consider the rotational rates but neglect rotational inertial effects and angular accelerations to demonstrate the influence of the new physics. Constitutive variables and their argument tensors are established using conjugate pairs in the entropy inequality, additional desired physics and principle of equipresence when appropriate. Constitutive theories are derived using Helmholtz free energy density as well as representation theorem and integrity (complete basis). It is shown that the mathematical model consisting of the conservation and balance laws and constitutive theories presented in this paper has closure. Influence of new physics in the conservation and balance laws on compressible and incompressible thermoviscous fluent continua is demonstrated due to presence of angular velocities and angular accelerations arising from time varying rotation rates when the deforming fluent continua offer rotational inertial resistance. The fluent continua are considered homogeneous and isotropic. Model problem studies are considered in a follow-up paper. 展开更多
关键词 Non-Classical Continuum Mechanics Internal Rotation Rates Angular Velocities Angular Accelerations Rotational Inertia Balance of Moment of Moments Thermoviscous Fluent continua
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Three systems of balance equations and jump conditions for nonlocal polar thermomechanical continua 被引量:2
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作者 戴天民 《Science China Mathematics》 SCIE 1998年第2期211-215,共5页
Three systems of balance equations and jump conditions as well as generalized Clausius\|Duhem inequalities for nonlocal polar thermomechanical continua are naturally and systematically derived under the consideration ... Three systems of balance equations and jump conditions as well as generalized Clausius\|Duhem inequalities for nonlocal polar thermomechanical continua are naturally and systematically derived under the consideration of Euler angles as angular coordinates and the negligence of conservation law of microinertia as well as the introduction of some new definitions. These results are more general than those balance equations and jump conditions as well as generalized Clausius\|Duhem inequalities proposed by Eringen for nonlocal micropolar thermomechanical continua and more suitable to treat the problems of finite deformations. 展开更多
关键词 NONLOCAL POLAR continua balance equations JUMP conditions C\|D inequalities.
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Topology Optimization of Perforated Continua Based on Truss-Like Material Model
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作者 Kemin Zhou 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2018年第3期349-356,共8页
A topology optimization method from truss-like continua to perforated continua is studied, which is based on the concept of force transmission paths. The force transmission paths are optimized utilizing a truss-like m... A topology optimization method from truss-like continua to perforated continua is studied, which is based on the concept of force transmission paths. The force transmission paths are optimized utilizing a truss-like material model. In the optimization procedure, parts of the force transmission paths are removed. Finally, perforated optimal continua are formed by further optimizing the material distribution field. No intermediate densities are suppressed; therefore, no additional technique is involved and no numerical instabilities are created. Structural topologies are presented using material distribution fields rather than the 'existence' or 'inexistence' of elements. More detailed structures are obtained utilizing less dense elements. 展开更多
关键词 Topology optimization Structural optimization Truss-like material Perforated continua
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Continua Beijing
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《Beijing Review》 2008年第4期45-45,共1页
From January 1 to March 30, 2008,Continua Beijing will host a solo exhibition of Italian contem- porary art master Michelangelo Pistoletto for the first time. Born in 1933,Michelangelo Pistoletto hehl his first solo e... From January 1 to March 30, 2008,Continua Beijing will host a solo exhibition of Italian contem- porary art master Michelangelo Pistoletto for the first time. Born in 1933,Michelangelo Pistoletto hehl his first solo exhi- hition in Dulin,Italy,and created a series of artworks named after painted objects.These 展开更多
关键词 continua Beijing
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阶段矿房法二步骤采场地压控制研究
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作者 李俊平 王瑞瑶 +5 位作者 刘先珊 王海泉 王友元 雷高 张文锋 崔晓林 《安全与环境学报》 CAS CSCD 北大核心 2024年第8期2981-2986,共6页
在阶段矿房二步骤开采时,为了减小上盘岩移量,常采纳采场中部切槽并向上盘、下盘两侧回采,从而缩短采场暴露时间,以便减小上盘岩移量。当地压达到流变发生的条件后,缩短采场暴露时间并不能有效控制上盘巷道发生岩移破坏。为此,利用三维... 在阶段矿房二步骤开采时,为了减小上盘岩移量,常采纳采场中部切槽并向上盘、下盘两侧回采,从而缩短采场暴露时间,以便减小上盘岩移量。当地压达到流变发生的条件后,缩短采场暴露时间并不能有效控制上盘巷道发生岩移破坏。为此,利用三维连续体快速拉格朗日分析数值模拟采场上盘地压,并根据流变理论分析,采纳低松弛预应力大直径钢绞线锚索支护上盘顶板以便减小上盘地压,从而克服发生流变变形的应力条件。结果表明:在上盘岩体上施加支护抗力可减小或消除高地压导致的流变变形;采纳7排7.0 m长的锚索、每排6根支护上盘顶板后大幅度减小了上盘岩移量,但采场第2分层上排锚索及一步骤采场第3分层局部锚索的锚固力超过设计值;采纳8排7.0 m长的锚索、一步骤采场每排7根、二步骤采场每排6根支护上盘顶板后,即使回采底柱,锚索锚固力也不会达到设计值。监测表明,大直径钢绞线锚索支护后上盘岩移量减小到一般不超过6 mm。 展开更多
关键词 安全工程 矿山安全 阶段矿房法 二步骤开采 流变分析 三维连续体快速拉格朗日分析(FLAC3D) 锚索 变形监测
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23例持续性局灶性癫痫患儿的临床特点研究
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作者 申文雯 王诗雨 +1 位作者 李婷 张礼萍 《中风与神经疾病杂志》 CAS 2024年第9期811-815,共5页
目的 提高对持续性局灶性癫痫、即持续性部分性癫痫(EPC)患儿临床表现的认识,为临床治疗及预后提供支持。方法 回顾性分析2017年7月—2022年7月于首都医科大学宣武医院儿科就诊的23例EPC患者资料。收集一般信息、临床表现、脑电图等诊... 目的 提高对持续性局灶性癫痫、即持续性部分性癫痫(EPC)患儿临床表现的认识,为临床治疗及预后提供支持。方法 回顾性分析2017年7月—2022年7月于首都医科大学宣武医院儿科就诊的23例EPC患者资料。收集一般信息、临床表现、脑电图等诊断信息、手术及预后信息。结果 共收治23例患者,其中男15例、女8例,起病年龄(5.1±3.0)岁,癫痫暴露年龄(6.0±3.5)岁。21例(91.3%)患者以局灶起源运动性发作起病。11例(47.8%)于病程0.3~3年出现偏瘫。受检患者脑电图均呈现受累半球节律减慢,11例受检患者出现大脑半球萎缩,13例出现海马体异常。7例受检患者患侧大脑半球代谢均降低,9例受检患者均存在大脑不同区域血流灌注降低。10例进行手术,手术年龄(7.7±3.4)岁,手术时病程(3.6±3.6)年,术后7例无发作,2例病情缓解,1例手术无效。结论 EPC多发于学龄前期和学龄期儿童,所有患者脑电图存在受累半球节律减慢及发作间期的癫痫样放电。患者脑部血流灌注降低与其EPC发病可能存在相关性。手术治疗可有效改善EPC患者癫痫发作情况。 展开更多
关键词 局灶性癫痫 持续性部分性癫痫 局灶性发作 脑电图 大脑半球传导纤维阻断术
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西香高速泸沽湖特大型桥梁处碎石土力学特性研究
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作者 郑达 周赛 周鸿轲 《科学技术与工程》 北大核心 2024年第12期5104-5113,共10页
针对桥梁重力锚布设对碎石土堆积体稳定性的影响问题,以西香高速泸沽湖特大型桥梁为例,围绕该处碎石土的力学特征与变形参数,采用室内大型三轴试验与PFC(particle flow code)-FLAC(fast Lagrangian analysis of continua)耦合的数值仿... 针对桥梁重力锚布设对碎石土堆积体稳定性的影响问题,以西香高速泸沽湖特大型桥梁为例,围绕该处碎石土的力学特征与变形参数,采用室内大型三轴试验与PFC(particle flow code)-FLAC(fast Lagrangian analysis of continua)耦合的数值仿真技术,建立柔性边界条件下的三轴试验模型,分析该碎石土的变形破坏特征以及力学机制变化规律。结果表明:在三轴试验中围压与初始弹性模量E i呈正相关性,随着碎石土试样中粗颗粒料含量增加,内聚力会减少而内摩擦角增加;拟合得到该处碎石土试样破坏强度σ_(cre)与围压σ_(3)的线性关系式:σ_(cre)=2.95σ_(3)+176.105;三轴试样在低围压下,上下锥形区域持续压密吸收能量,碎石土试样内部出现两条剪切带,整体呈“X”形,随着围压的增加,能量出现冗余并向剪切带外扩散,产生新的裂隙,掩盖了剪切带的区域化特征,导致剪切带逐渐减少并在围压达到400 kPa时消失。研究成果对碎石土堆积体稳定性问题具有一定的参考价值和指导意义。 展开更多
关键词 碎石土 大型三轴试验 PFC-FLAC耦合 柔性边界 变形特征 力学机制
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煤岩瓦斯电磁辐射耦合理论研究 被引量:4
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作者 薛二龙 何学秋 +1 位作者 聂百胜 傅京斌 《中国矿业》 北大核心 2005年第12期71-73,共3页
实验研究表明煤体内存在瓦斯气体时,随着瓦斯压力的升高、煤体强度降低,同时测得的电磁辐射信号脉冲数也比较低。在此实验基础上,本文结合煤岩力电耦合方程,提出了煤岩瓦斯电磁辐射耦合理论及耦合方程,并提出了使用FLAC^(3D)计算... 实验研究表明煤体内存在瓦斯气体时,随着瓦斯压力的升高、煤体强度降低,同时测得的电磁辐射信号脉冲数也比较低。在此实验基础上,本文结合煤岩力电耦合方程,提出了煤岩瓦斯电磁辐射耦合理论及耦合方程,并提出了使用FLAC^(3D)计算煤岩瓦斯电磁辐射耦合方程的计算方法,为使用电磁辐射法预测煤与瓦斯延迟突出提供了理论基础。 展开更多
关键词 煤岩有效应力 电磁辐射 FLAC^3D(fast—lagrangian analysis of continua)
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大面积堆载作用下软土地基稳定性数值分析 被引量:1
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作者 王建良 徐则民 +1 位作者 丁茂斌 朱则勋 《科学技术与工程》 2009年第11期2978-2982,共5页
通过FLAC对大面积堆载作用下的软土地基进行数值模拟,得到了控制场地安全环境的关键位置处某一点的位移,以位移发生急剧变化时刻对应的堆载高度作为评判软土地基稳定性的指标。根据工程实践,这一思路是可行的。
关键词 大面积堆载 软土地基 稳定性 FLAC(Fast LAGRANGIAN Analysis of continua) 数值分析 极限堆积高度
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Renewal of basic laws and principles for polar continuum theories (Ⅺ)—consistency problems
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作者 戴天民 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2007年第2期163-172,共10页
Some consistency problems existing in continuum field theories are briefly reviewed. Three arts of consistency problems are clarified based on the renewed basic laws for polar continua. The first art discusses the con... Some consistency problems existing in continuum field theories are briefly reviewed. Three arts of consistency problems are clarified based on the renewed basic laws for polar continua. The first art discusses the consistency problems between the basic laws for polar continua. The second art discusses the consistency problems between the basic laws for polar continua and for other nonpolar continua. The third art discusses the consistency problems between the basic laws for micropolar continuum theories and the dynamical equations for rigid body. The results presented here can help us to get a deeper understanding the structure of the basic laws for various continuum theories and the interrelations between them. In the meantime, these results obtained show clearly that the consistency problems could not be solved in the framework of traditional basic laws for continuum field theories. 展开更多
关键词 micropolar continua nonpolar continua rigid body basic laws consistencyproblems
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Strain Gradient Effects in a Thermo-Elastic Continuum with Nano-Pores
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作者 Pasquale Giovine 《Journal of Mechanics Engineering and Automation》 2017年第7期348-355,共8页
The therrno-mechanical balance equations for a porous material with big irregular pores are derived from the general ones for a medium with ellipsoidal microstructure by imposing the kinematical constraint of micro-st... The therrno-mechanical balance equations for a porous material with big irregular pores are derived from the general ones for a medium with ellipsoidal microstructure by imposing the kinematical constraint of micro-stretch bounded to the macro-deformation: in this case the microstructure disappears apparently (it becomes latent) and the response of the material involves higher gradients of the displacement without incurring known constitutive inconsistencies. 展开更多
关键词 continua with latent microstructure higher order continua porous solid strain gradient thermo-elasticity.
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基于应变能密度理论的岩石破裂数值模拟方法研究 被引量:19
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作者 孙倩 李树忱 +2 位作者 冯现大 李文婷 袁超 《岩土力学》 EI CAS CSCD 北大核心 2011年第5期1575-1582,共8页
采用双线性应变软化本构模型结合能量耗散原理建立了损伤本构方程,并通过应变能密度理论建立了细观单元岩石破坏的能量判别准则。当某一单元所存储的应变能超过某固定值时,单元进入损伤状态,同时单元的损伤程度随着能量耗散的增加而增加... 采用双线性应变软化本构模型结合能量耗散原理建立了损伤本构方程,并通过应变能密度理论建立了细观单元岩石破坏的能量判别准则。当某一单元所存储的应变能超过某固定值时,单元进入损伤状态,同时单元的损伤程度随着能量耗散的增加而增加,损伤单元的材料属性也随之改变,直到变为具有一定残余强度的单元。随着荷载增加,单元损伤的程度变大,当单元储存的应变能超过所建立的能量判别准则时,定义单元破坏,随着破坏单元的数目不断增多,破坏单元相互连通形成宏观裂纹,实现了利用线性计算完成非线性计算的过程,避免了数值计算在单元断裂时的奇异性,模拟了岩石的峰后破裂行为。对上述算法利用FLAC中的FISH语言开发了岩石破裂化计算程序,并将该程序成功应用于巴西劈裂和中间裂隙拉伸试验的破裂模拟过程中,其模拟结果与相应的理论和试验结果吻合较好,说明该方法对于模拟岩石破裂过程的正确性和可行性。 展开更多
关键词 应变能密度 能量耗散 岩石破裂 FLAC2D
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基于FLAC^(3D)的改进边坡极限状态确定方法 被引量:30
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作者 李新平 郭运华 +2 位作者 彭元平 张成良 王涛 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2005年第A02期5287-5291,共5页
采用强度折减法求解边坡稳定安全系数时需指定极限状态判定准则,目前的方法仍存在一定的人为因素,计算精度往往依赖于研究者的经验。基于FLAC3D数值计算方法,研究了岩土体边坡极限状态的确定方法,认为边坡最大节点位移–时步曲线的收敛... 采用强度折减法求解边坡稳定安全系数时需指定极限状态判定准则,目前的方法仍存在一定的人为因素,计算精度往往依赖于研究者的经验。基于FLAC3D数值计算方法,研究了岩土体边坡极限状态的确定方法,认为边坡最大节点位移–时步曲线的收敛性与边坡稳定状态密切相关。在此基础上将最大节点位移–时步曲线的收敛性作为极限状态判定准则,采用指定某时步后在规定时步内最大节点位移增量是否一直减小来判断边坡安全状态。此判据克服了以前判定方法需要人为指定容许误差的任意性,计算精度可以根据工程要求来控制,从而得到更加客观、准确的边坡稳定安全系数值。最后,以高速公路强风化岩质边坡为实例进行了计算分析,并与简化Bishop法进行了对比,获得了较为理想的计算结果。 展开更多
关键词 岩土力学 岩土体边坡 折减系数法 快速拉格朗日分析 极限状态 收敛准则
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爆炸荷载作用下岩体振动特性的DE-FLAC^(3D)数值模拟方法 被引量:13
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作者 苏国韶 张小飞 +1 位作者 符兴义 陈光强 《北京理工大学学报》 EI CAS CSCD 北大核心 2009年第6期471-474,共4页
针对岩体爆炸数值模拟中爆炸荷载参数与岩体振动阻尼参数等计算参数难以确定的问题,将具有收敛速度快、易于实现和全局寻优能力强等优点的差分进化算法(differential evolution,DE)算法融入三维快速拉格朗日差分法(FLAC3D)岩土工程数值... 针对岩体爆炸数值模拟中爆炸荷载参数与岩体振动阻尼参数等计算参数难以确定的问题,将具有收敛速度快、易于实现和全局寻优能力强等优点的差分进化算法(differential evolution,DE)算法融入三维快速拉格朗日差分法(FLAC3D)岩土工程数值计算程序,提出了爆炸荷载作用下岩体振动特性的DE-FLAC3D数值模拟方法.该方法从爆炸荷载参数和岩体振动阻尼参数的随机值出发,以岩体质点振动速度随时间变化过程的数值计算值与现场实测值的误差作为适应度,利用DE算法规则实现爆炸荷载参数和岩体振动阻尼参数耦合模式的合理进化,进而实现计算参数的快速自适应辨识.龙滩水电站地下厂房爆炸开挖振动试验数值模拟研究结果表明,该方法是可行的,显著提高了岩体爆炸效应数值模拟结果的精度. 展开更多
关键词 爆炸荷载 岩体振动 数值模拟 差分进化算法 三维快速拉格朗日差分法(FLAC3D)
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四川丹巴甲居滑坡动态变形过程三维系统监测及数值模拟分析 被引量:24
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作者 白永健 郑万模 +3 位作者 邓国仕 倪化勇 张清志 贾俊 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2011年第5期974-981,共8页
受青藏高原地质构造作用的影响,我国西南山区分布着大量成因类型多、机制复杂、突发性强、变形破坏发展趋势难以预测、失稳后破坏性大等特点的堆积体滑坡。甲居滑坡为大渡河上游一巨型松散堆积体古滑坡局部复活,针对滑坡动态变形过程和... 受青藏高原地质构造作用的影响,我国西南山区分布着大量成因类型多、机制复杂、突发性强、变形破坏发展趋势难以预测、失稳后破坏性大等特点的堆积体滑坡。甲居滑坡为大渡河上游一巨型松散堆积体古滑坡局部复活,针对滑坡动态变形过程和失稳破坏迹象,综合采用GPS地表位移监测、干涉InSAR监测和深部位移监测(测斜仪),3种监测技术优势特点并相互结合构成三维系统监测网。根据监测成果分析,判别其当前为浅表层加速变形破坏和深部缓慢变形的演化阶段;研究其变形失稳模式为浅表层滑移–拉裂失稳破坏和深部蠕滑–拉裂变形的复合模式;并利用FLAC3D数值模拟滑坡在动态变形过程中滑坡体内的应力场、位移、塑性破坏区分布特征的变化。 展开更多
关键词 边坡工程 堆积体滑坡 GPS INSAR 深部位移监测 FLAC3D
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