岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2014年
9期
2493-2500,2506
,共9页
王春萍%陈亮%梁家玮%刘健%刘月妙%刘建锋%王驹%周宏伟
王春萍%陳亮%樑傢瑋%劉健%劉月妙%劉建鋒%王駒%週宏偉
왕춘평%진량%량가위%류건%류월묘%류건봉%왕구%주굉위
花岗岩%蠕变全过程%蠕变模型%高温损伤流变元件
花崗巖%蠕變全過程%蠕變模型%高溫損傷流變元件
화강암%연변전과정%연변모형%고온손상류변원건
granite%full creep process%creep model%rheological element with thermo-damage coupling effects
以北山花岗岩为研究对象,采用MTS815岩石力学试验系统开展不同温度条件下的蠕变特性试验研究。考虑温度对花岗岩特征参数的影响,结合岩石蠕变破坏过程中的损伤演化规律,提出了一种新的高温损伤流变元件。通过将高温损伤流变元件代替经典西原模型中Newton元件的方法,构建了能够描述不同温度条件下花岗岩蠕变全过程的本构模型。分析了不同温度条件下花岗岩单轴蠕变试验结果,确定了模型参数,获得了温度对花岗岩蠕变关键参数的影响规律。通过对花岗岩高温蠕变模型进行参数敏感性分析,揭示了弹性模量、黏性系数等关键参数对花岗岩蠕变特性的影响规律,并验证模型在不考虑温度及损伤的影响条件下可退化为经典西原模型。研究表明,建立的花岗岩高温蠕变本构模型可以准确地描述花岗岩典型蠕变全过程的3个阶段,尤其是加速蠕变阶段。黏性系数受损伤的影响越大,花岗岩的稳定蠕变阶段越短,越容易发生加速蠕变。
以北山花崗巖為研究對象,採用MTS815巖石力學試驗繫統開展不同溫度條件下的蠕變特性試驗研究。攷慮溫度對花崗巖特徵參數的影響,結閤巖石蠕變破壞過程中的損傷縯化規律,提齣瞭一種新的高溫損傷流變元件。通過將高溫損傷流變元件代替經典西原模型中Newton元件的方法,構建瞭能夠描述不同溫度條件下花崗巖蠕變全過程的本構模型。分析瞭不同溫度條件下花崗巖單軸蠕變試驗結果,確定瞭模型參數,穫得瞭溫度對花崗巖蠕變關鍵參數的影響規律。通過對花崗巖高溫蠕變模型進行參數敏感性分析,揭示瞭彈性模量、黏性繫數等關鍵參數對花崗巖蠕變特性的影響規律,併驗證模型在不攷慮溫度及損傷的影響條件下可退化為經典西原模型。研究錶明,建立的花崗巖高溫蠕變本構模型可以準確地描述花崗巖典型蠕變全過程的3箇階段,尤其是加速蠕變階段。黏性繫數受損傷的影響越大,花崗巖的穩定蠕變階段越短,越容易髮生加速蠕變。
이북산화강암위연구대상,채용MTS815암석역학시험계통개전불동온도조건하적연변특성시험연구。고필온도대화강암특정삼수적영향,결합암석연변파배과정중적손상연화규률,제출료일충신적고온손상류변원건。통과장고온손상류변원건대체경전서원모형중Newton원건적방법,구건료능구묘술불동온도조건하화강암연변전과정적본구모형。분석료불동온도조건하화강암단축연변시험결과,학정료모형삼수,획득료온도대화강암연변관건삼수적영향규률。통과대화강암고온연변모형진행삼수민감성분석,게시료탄성모량、점성계수등관건삼수대화강암연변특성적영향규률,병험증모형재불고필온도급손상적영향조건하가퇴화위경전서원모형。연구표명,건립적화강암고온연변본구모형가이준학지묘술화강암전형연변전과정적3개계단,우기시가속연변계단。점성계수수손상적영향월대,화강암적은정연변계단월단,월용역발생가속연변。
Creep properties of Beishan granite under temperature effect are investigated by using the MTS815 rock mechanics test system. A rheological element with thermo-damage coupling effects is proposed by considering the temperature effect coupled with the damage evolution during the whole creep stage. By replacing the Newtonian dashpot in the classical Nishihara model of the coupled thermo-damage element, a new creep constitutive model for full creep process under different temperatures is set up. Based on a series of creep tests carried out at different temperatures under uniaxial loading condition, the parameters of the creep constitutive model and the variation laws of them along with temperature are determined by fitting to the experimental results of the time-dependent deformation of Beishan granite. A sensitivity study for the analytic solution of the creep model with thermo-damage effect is carried out, showing the effects of creep parameters (including elastic modulus, viscosity coefficient etc.) on a creep strain of granite. In addition, a simplified formula of the creep constitutive relation in the case of no temperature variation and damage influence is given. It is shown that the new creep constitutive model can be simplified to the Nishihara model in the absence of temperature and damage effects. Comparison between the predictive results and experimental data,it is shown that the creep model proposed is capable to provide a precise description of full creep process in granite. In particular, the accelerated process is also well reproduced by the proposed model. A bigger exponent?in the viscosity coefficient leads to a shorter steady-state creep process and earlier onset of the tertiary process.