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Anisotropic time-dependent behaviors of shale under direct shearing and associated empirical creep models 被引量:2
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作者 Yachen Xie Michael Z.Hou +1 位作者 Hejuan Liu Cunbao Li 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第4期1262-1279,共18页
Understanding the anisotropic creep behaviors of shale under direct shearing is a challenging issue.In this context,we conducted shear-creep and steady-creep tests on shale with five bedding orientations (i.e.0°,... Understanding the anisotropic creep behaviors of shale under direct shearing is a challenging issue.In this context,we conducted shear-creep and steady-creep tests on shale with five bedding orientations (i.e.0°,30°,45°,60°,and 90°),under multiple levels of direct shearing for the first time.The results show that the anisotropic creep of shale exhibits a significant stress-dependent behavior.Under a low shear stress,the creep compliance of shale increases linearly with the logarithm of time at all bedding orientations,and the increase depends on the bedding orientation and creep time.Under high shear stress conditions,the creep compliance of shale is minimal when the bedding orientation is 0°,and the steady-creep rate of shale increases significantly with increasing bedding orientations of 30°,45°,60°,and 90°.The stress-strain values corresponding to the inception of the accelerated creep stage show an increasing and then decreasing trend with the bedding orientation.A semilogarithmic model that could reflect the stress dependence of the steady-creep rate while considering the hardening and damage process is proposed.The model minimizes the deviation of the calculated steady-state creep rate from the observed value and reveals the behavior of the bedding orientation's influence on the steady-creep rate.The applicability of the five classical empirical creep models is quantitatively evaluated.It shows that the logarithmic model can well explain the experimental creep strain and creep rate,and it can accurately predict long-term shear creep deformation.Based on an improved logarithmic model,the variations in creep parameters with shear stress and bedding orientations are discussed.With abovementioned findings,a mathematical method for constructing an anisotropic shear creep model of shale is proposed,which can characterize the nonlinear dependence of the anisotropic shear creep behavior of shale on the bedding orientation. 展开更多
关键词 Rock anisotropy Direct shear creep creep compliance Steady-creep rate Empirical model creep constitutive model
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A creep model for ultra-deep salt rock considering thermal-mechanical damage under triaxial stress conditions
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作者 Chao Liang Jianfeng Liu +3 位作者 Jianxiong Yang Huining Xu Zhaowei Chen Lina Ran 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第2期588-596,共9页
To investigate the specific creep behavior of ultra-deep buried salt during oil and gas exploitation,a set of triaxial creep experiments was conducted at elevated temperatures with constant axial pressure and unloadin... To investigate the specific creep behavior of ultra-deep buried salt during oil and gas exploitation,a set of triaxial creep experiments was conducted at elevated temperatures with constant axial pressure and unloading confining pressure conditions.Experimental results show that the salt sample deforms more significantly with the increase of applied temperature and deviatoric loading.The accelerated creep phase is not occurring until the applied temperature reaches 130℃,and higher temperature is beneficial to the occurrence of accelerated creep.To describe the specific creep behavior,a novel three-dimensional(3D)creep constitutive model is developed that incorporates the thermal and mechanical variables into mechanical elements.Subsequently,the standard particle swarm optimization(SPSO)method is adopted to fit the experimental data,and the sensibility of key model parameters is analyzed to further illustrate the model function.As a result,the model can accurately predict the creep behavior of salt under the coupled thermo-mechanical effect in deep-buried condition.Based on the research results,the creep mechanical behavior of wellbore shrinkage is predicted in deep drilling projects crossing salt layer,which has practical implications for deep rock mechanics problems. 展开更多
关键词 creep experiments creep model Thermal and mechanical damage Fractional derivative
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Experiment and constitutive modelling of creep deformation in the frozen silt-concrete interface
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作者 HE Fei LIU Qingquan +4 位作者 LEI Wanyu WANG Xu MAO Erqing LI Sheng CHEN Hangjie 《Journal of Mountain Science》 SCIE CSCD 2024年第9期3172-3185,共14页
To ensure the long-term safety and stability of bridge pile foundations in permafrost regions,it is necessary to investigate the rheological effects on the pile tip and pile side bearing capacities.The creep character... To ensure the long-term safety and stability of bridge pile foundations in permafrost regions,it is necessary to investigate the rheological effects on the pile tip and pile side bearing capacities.The creep characteristics of the pile-frozen soil interface are critical for determining the long-term stability of permafrost pile foundations.This study utilized a self-developed large stress-controlled shear apparatus to investigate the shear creep characteristics of the frozen silt-concrete interface,and examined the influence of freezing temperatures(−1,−2,and−5°C),contact surface roughness(0,0.60,0.75,and 1.15 mm),normal stress(50,100,and 150 kPa),and shear stress on the creep characteristics of the contact surface.By incorporating the contact surface’s creep behavior and development trends,we established a creep constitutive model for the frozen silt-concrete interface based on the Nishihara model,introducing nonlinear elements and a damage factor.The results revealed significant creep effects on the frozen silt-concrete interface under constant load,with creep displacement at approximately 2-15 times the instantaneous displacement and a failure creep displacement ranging from 6 to 8 mm.Under different experimental conditions,the creep characteristics of the frozen silt-concrete interface varied.A larger roughness,lower freezing temperatures,and higher normal stresses resulted in a longer sample attenuation creep time,a lower steady-state creep rate,higher long-term creep strength,and stronger creep stability.Building upon the Nishihara model,we considered the influence of shear stress and time on the viscoelastic viscosity coefficient and introduced a damage factor to the viscoplasticity.The improved model effectively described the entire creep process of the frozen silt-concrete interface.The results provide theoretical support for the interaction between pile and soil in permafrost regions. 展开更多
关键词 creep characteristics Contact surface Frozen silt Constitutive model Freezing temperature
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A nonlinear creep model for surrounding rocks of tunnels based on kinetic energy theorem 被引量:2
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作者 Wenbo Liu Hui Zhou +2 位作者 Shuguang Zhang Shuai Jiang Liu Yang 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2023年第2期363-374,共12页
The initiating condition for the accelerated creep of rocks has caused difficulty in analyzing the whole creep process.Moreover,the existing Nishihara model has evident shortcomings in describing the accelerated creep... The initiating condition for the accelerated creep of rocks has caused difficulty in analyzing the whole creep process.Moreover,the existing Nishihara model has evident shortcomings in describing the accelerated creep characteristics of the viscoplastic stage from the perspective of internal energy to analyze the mechanism of rock creep failure and determine the threshold of accelerated creep initiation.Based on the kinetic energy theorem,Perzyna viscoplastic theory,and the Nishihara model,a unified creep constitutive model that can describe the whole process of decaying creep,stable creep,and accelerated creep is established.Results reveal that the energy consumption and creep damage in the process of creep loading mainly come from the internal energy changes of geotechnical materials.The established creep model can not only describe the viscoelasticeplastic creep characteristics of rock,but also reflect the relationship between rock energy and creep deformation change.In addition,the research results provide a new method for determining the critical point of creep deformation and a new idea for studying the creep model and creep mechanical properties. 展开更多
关键词 Internal energy Kinetic energy theorem Perzyna viscoplastic theory Nishihara model Accelerated creep Initiating threshold
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Triaxial creep damage characteristics of sandstone under high crustal stress and its constitutive model for engineering application 被引量:1
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作者 Dongxu Chen Laigui Wang +1 位作者 Pierre Darry Versaillot Chuang Sun 《Deep Underground Science and Engineering》 2023年第3期262-273,共12页
The creep characteristics of rock under high crustal stress are of important influence on the long‐term stability of deep rock engineering.To study the creep characteristics and engineering application of sandstone u... The creep characteristics of rock under high crustal stress are of important influence on the long‐term stability of deep rock engineering.To study the creep characteristics and engineering application of sandstone under high crustal stress,this study constructed nonlinear creep damage(NCD)constitutive mode based on the triaxial graded loading‒unloading creep test of sandstone in the Yuezhishan Tunnel.A numerical NCD constitutive model and a breakable lining(BL)model were developed based on FLAC3D and then applied to the stability analysis of the Yuezhishan Tunnel.Based on the creep test results of sandstone,a power function of creep rate and stress level was constructed,by which the long‐term strength was solved.The results show that the long‐term strength of the red sandstone based on the related function of the steady‐state creep rate and stress level is close to the measured stress value in engineering.The NCD model considering damage factors reflects the instantaneous and viscoelastic plasticity deformation characteristics of the red sandstone.The numerical NCD constitutive model and the BL model can reflect surrounding rock deformation characteristics and lining failure characteristics in practical engineering.The research results provide theoretical references for long‐term stability analysis of rock engineering and the deformation control of surrounding rock under high crustal stress. 展开更多
关键词 creep damage model high stress long‐term strength secondary development tunnel engineering
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A bounding surface visco-plasticity model considering generalized spacing ratio of soils
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作者 Xiaosen Kang Hongjian Liao +1 位作者 Qiangbing Huang Jianbing Peng 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第5期1832-1846,共15页
The non-unique critical state of soils with time-dependent behaviors is a significant issue in geotechnical engineering problems.However,previous bounding surface plasticity models cannot predict accurately the non-un... The non-unique critical state of soils with time-dependent behaviors is a significant issue in geotechnical engineering problems.However,previous bounding surface plasticity models cannot predict accurately the non-unique critical state of soils,because the distance between the compression line and critical state line charged by strain-rate effect is basically neglected.To fill this gap,a generalized spacing ratio of soils is defined in the elasto-viscoplastic framework,and a bounding surface visco-plasticity model is formulated and verified,which can consider the generalized spacing ratio.Specifically,the generalized spacing ratio of soils reflects the distance between the compression line and the critical state line of soils with time-dependent behaviors.Then,the generalized spacing ratio is introduced into an improved anisotropic bounding surface.A new expression of the visco-plastic multiplier is derived by solving the consistency equation of an anisotropic bounding surface.In the expression,a strain rate index is proposed to account for the strain-rate effect on visco-plastic strain increment,and a visco-plastic hardening modulus is derived to predict the visco-plastic response of soils in overconsolidation conditions.The model is then verified through constant strain rate tests and creep tests.Notably,it can capture the non-unique critical states of soils with time-dependent behaviors due to the generalized spacing ratio and the creep rupture of soils due to the visco-plastic multiplier that considers the stress ratio and visco-plastic strain rate. 展开更多
关键词 Soil Constitutive model Visco-plastic behavior Strain rate creep ANISOTROPIC
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Analytical model for predicting time-dependent lateral deformation of geosynthetics-reinforced soil walls with modular block facing
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作者 Luqiang Ding Chengzhi Xiao Feilong Cui 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第2期711-725,共15页
To date,few models are available in the literature to consider the creep behavior of geosynthetics when predicting the lateral deformation(d)of geosynthetics-reinforced soil(GRS)retaining walls.In this study,a general... To date,few models are available in the literature to consider the creep behavior of geosynthetics when predicting the lateral deformation(d)of geosynthetics-reinforced soil(GRS)retaining walls.In this study,a general hyperbolic creep model was first introduced to describe the long-term deformation of geosynthetics,which is a function of elapsed time and two empirical parameters a and b.The conventional creep tests with three different tensile loads(Pr)were conducted on two uniaxial geogrids to determine their creep behavior,as well as the a-Pr and b-Pr relationships.The test results show that increasing Pr accelerates the development of creep deformation for both geogrids.Meanwhile,a and b respectively show exponential and negatively linear relationships with Pr,which were confirmed by abundant experimental data available in other studies.Based on the above creep model and relationships,an accurate and reliable analytical model was then proposed for predicting the time-dependent d of GRS walls with modular block facing,which was further validated using a relevant numerical investigation from the previous literature.Performance evaluation and comparison of the proposed model with six available prediction models were performed.Then a parametric study was carried out to evaluate the effects of wall height,vertical spacing of geogrids,unit weight and internal friction angle of backfills,and factor of safety against pullout on d at the end of construction and 5 years afterwards.The findings show that the creep effect not only promotes d but also raises the elevation of the maximum d along the wall height.Finally,the limitations and application prospects of the proposed model were discussed and analyzed. 展开更多
关键词 GEOSYNTHETICS creep behavior Geosynthetics-reinforced soil(GRS)walls Lateral deformation Analytical model
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Pore-pressure and stress-coupled creep behavior in deep coal:Insights from real-time NMR analysis
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作者 Wenhao Jia Hongwei Zhou +3 位作者 Senlin Xie Yimeng Wang Xinfeng Hu Lei Zhang 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2024年第1期77-90,共14页
Understanding the variations in microscopic pore-fracture structures(MPFS) during coal creep under pore pressure and stress coupling is crucial for coal mining and effective gas treatment. In this manuscript, a triaxi... Understanding the variations in microscopic pore-fracture structures(MPFS) during coal creep under pore pressure and stress coupling is crucial for coal mining and effective gas treatment. In this manuscript, a triaxial creep test on deep coal at various pore pressures using a test system that combines in-situ mechanical loading with real-time nuclear magnetic resonance(NMR) detection was conducted.Full-scale quantitative characterization, online real-time detection, and visualization of MPFS during coal creep influenced by pore pressure and stress coupling were performed using NMR and NMR imaging(NMRI) techniques. The results revealed that seepage pores and microfractures(SPM) undergo the most significant changes during coal creep, with creep failure gradually expanding from dense primary pore fractures. Pore pressure presence promotes MPFS development primarily by inhibiting SPM compression and encouraging adsorption pores(AP) to evolve into SPM. Coal enters the accelerated creep stage earlier at lower stress levels, resulting in more pronounced creep deformation. The connection between the micro and macro values was established, demonstrating that increased porosity at different pore pressures leads to a negative exponential decay of the viscosity coefficient. The Newton dashpot in the ideal viscoplastic body and the Burgers model was improved using NMR experimental results, and a creep model that considers pore pressure and stress coupling using variable-order fractional operators was developed. The model’s reasonableness was confirmed using creep experimental data. The damagestate adjustment factors ω and β were identified through a parameter sensitivity analysis to characterize the effect of pore pressure and stress coupling on the creep damage characteristics(size and degree of difficulty) of coal. 展开更多
关键词 Real-time monitoring Pore pressure-stress coupling Microscopic pore-fracture structure Variable-order fractional creep model Deep coal
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Creep experiment and rheological model of deep saturated rock 被引量:11
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作者 刘浪 王革民 +1 位作者 陈建宏 杨珊 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2013年第2期478-483,共6页
By the methods of uniaxial single-stage loading and graded incremental cyclic loading, the creep experiments were performed on the deep saturated rock from Dongguashan Mine, and the creep curves of saturated rock unde... By the methods of uniaxial single-stage loading and graded incremental cyclic loading, the creep experiments were performed on the deep saturated rock from Dongguashan Mine, and the creep curves of saturated rock under different loading stresses were obtained. By comparing with the creep rule of dry rock in the same location, the creep rule of deep saturated rock was analyzed. Based on the united rheological mechanical model, the rheological model of deep saturated rock was recognized, and the parameters of the model were determined. The results show that the creep curves are very smooth under low stress, but the phenomena of wave and catastrophe turn up under high stress, and the bearing capacity of rock is weakening over time. The rheological properties of saturated and dry rocks are very different under tlie condition of deep high stress, especially when unloading, degradation and damage of rock quality is more serious, and the effect of water cannot be neglected. The H--HIN--NJS model (Schofield-Scott-Blair model) was selected to represent the rheology rule of deep saturated rock, and the fitting curves of model agree well with the experiment data, so the selected model is reasonable. 展开更多
关键词 deep saturated rock creep united rheological model rheology rule
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Effect of pre-deformation on aging creep of Al-Li-S4 alloy and its constitutive modeling 被引量:8
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作者 王萌 湛利华 +2 位作者 杨有良 阳凌 黄明辉 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2015年第5期1383-1390,共8页
A set of uniaxial tensile creep tests at different pre-deformations, aging temperatures and stress levels were carried out for Al-Li-S4 alloy, and the creep behavior and the effects of pre-deformation on mechanical pr... A set of uniaxial tensile creep tests at different pre-deformations, aging temperatures and stress levels were carried out for Al-Li-S4 alloy, and the creep behavior and the effects of pre-deformation on mechanical properties and microstructures were determined under basic thermodynamics conditions of aging forming. The results show that pre-deformation shortens the time of primary creep and raises the second steady-state creep rate. Then, the total creep strain is greater, but in the range of test parameters it is still smaller than that without pre-deformation. In addition, transmission electron microscopy(TEM) observation shows that pre-deformation promotes the formation of T1 phase and θ′ phase and makes them distribute more dispersively, while inhibits the generation of δ′ phase, which leads to the improvement of mechanical properties of the alloy. A unified constitutive model reflecting the effects of aging mechanism, stress levels and different pre-deformations was established. The fitting results agree with the experimental data well. 展开更多
关键词 Al-Li-S4 alloy aging creep PRE-DEFORMATION mechanical properties microstructure constitutive model
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软黏土的三轴蠕变试验与修正的Singh-Mitchell蠕变模型 被引量:25
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作者 刘业科 邓志斌 +2 位作者 曹平 黄永恒 林杭 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2012年第4期1440-1446,共7页
为了准确地掌握软黏土的蠕变特性,以湖南省竹城公路路基软黏土为研究对象,采用梯级荷载加载方法进行了室内三轴固结不排水蠕变试验,获得该软黏土蠕变试验数据和曲线。然后采用Singh-Mitchell经验蠕变模型描述该软黏土的蠕变特性,但模型... 为了准确地掌握软黏土的蠕变特性,以湖南省竹城公路路基软黏土为研究对象,采用梯级荷载加载方法进行了室内三轴固结不排水蠕变试验,获得该软黏土蠕变试验数据和曲线。然后采用Singh-Mitchell经验蠕变模型描述该软黏土的蠕变特性,但模型计算结果与试验结果误差较大。分析Singh-Mitchell模型与试验结果产生误差的原因,通过对Singh-Mitchell模型的指数函数部分进行改进以及将原幂函数部分改换成双曲线函数,建立修正的Singh-Mitchell蠕变模型,并将新建立模型的计算结果与试验结果进行比较。研究结果表明:所建立的修正的Singh-Mitchell蠕变模型与试验结果一致性远优于原Singh-Mitchell模型,能更好地描述该软黏土的蠕变特性。 展开更多
关键词 软黏土 蠕变试验 蠕变特性 偏应力 singh-mitchell蠕变模型 修正
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Unsaturated creep tests and empirical models for sliding zone soils of Qianjiangping landslide in the Three Gorges 被引量:4
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作者 Xiaoling Lai Shimei Wang Hongbin Qin Xianfeng Liu 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2010年第2期149-154,共6页
Creep of sliding zone soils may cause significant displacement in large-scale landslides in the Three Gorges reservoir area.To investigate the effects of water on the soil creep behavior of the Qianjiangping landslide... Creep of sliding zone soils may cause significant displacement in large-scale landslides in the Three Gorges reservoir area.To investigate the effects of water on the soil creep behavior of the Qianjiangping landslide,a series of unsaturated triaxial creep tests on the sliding zone soils were performed.Based on the analyses of testing results,a new stress intensity incorporating matric suction was defined and an unsaturated Singh-Mitchell creep model was developed.Predicted results are in good agreement with the experimental results,which indicates that the established unsaturated model can reasonably simulate the effects of water on the soil creep behavior of the landslide.Finally,relationships between matric suction and the parameters of the model were analyzed.This study provides a calculation model and parameters for the evaluation of long-term stability of landslides under the influence of water. 展开更多
关键词 Qianjiangping landslide matric suction creep singh-mitchell creep model
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黄土三轴蠕变试验与Singh-Mitchell模型修正 被引量:2
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作者 雷恒 杨春景 刘子祺 《水电能源科学》 北大核心 2015年第10期112-115,共4页
为研究陕西省咸阳市扶风地区黄土边坡的稳定性,利用SR-60型双联三轴蠕变仪对非饱和重塑黄土进行了三轴固结排水蠕变试验。试验结果表明,试样含水率、固结围压和偏应力水平对蠕变变形具有明显的影响,表现为当含水率较大、固结围压较小时... 为研究陕西省咸阳市扶风地区黄土边坡的稳定性,利用SR-60型双联三轴蠕变仪对非饱和重塑黄土进行了三轴固结排水蠕变试验。试验结果表明,试样含水率、固结围压和偏应力水平对蠕变变形具有明显的影响,表现为当含水率较大、固结围压较小时,蠕变形变量大,蠕变现象明显;当其他条件一定时,在偏应力水平较大条件下,试样变形大,蠕变现象明显。同时,利用Singh-Mitchell模型和修正后的Singh-Mitchell模型对试验数据进行拟合发现,修正后的模型克服了偏应力水平对原始模型模拟精度的限制,拟合精度高,且后期趋势基本吻合,能较好地模拟该地区黄土蠕变过程。 展开更多
关键词 黄土 三轴蠕变 singh-mitchell模型 模型修正
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天津海积软土Singh-Mitchell蠕变模型及灰色预测 被引量:2
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作者 杨爱武 张静娴 卢力强 《岩土工程技术》 2010年第4期163-165,175,共4页
通过三轴不固结不排水蠕变试验,建立了天津海积软土Singh-Mitchen蠕变模型,同时利用实测数据进行了灰色预测。试验结果表明:Singh-Mitchell经验模型适合于天津海积软土蠕变预测,利用实测数据亦可对蠕变进行短期灰色预测,效果较好,工程... 通过三轴不固结不排水蠕变试验,建立了天津海积软土Singh-Mitchen蠕变模型,同时利用实测数据进行了灰色预测。试验结果表明:Singh-Mitchell经验模型适合于天津海积软土蠕变预测,利用实测数据亦可对蠕变进行短期灰色预测,效果较好,工程实践中可作为参考。 展开更多
关键词 海积软土 蠕变模型 Singh—Mitchell方程 灰色预测
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Constitutive modeling and springback simulation for 2524 aluminum alloy in creep age forming 被引量:10
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作者 杨有良 湛利华 李杰 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2015年第9期3048-3055,共8页
The constitutive modeling and springback simulation for AA2524 sheet in creep age forming(CAF) process were presented.A series of creep aging tests were performed on AA2524 at the temperature of 180-200 °C and ... The constitutive modeling and springback simulation for AA2524 sheet in creep age forming(CAF) process were presented.A series of creep aging tests were performed on AA2524 at the temperature of 180-200 °C and under the stress of 140-210 MPa for 16 h.Based on these experimental data,material constitutive equations which can well characterize creep aging behaviors of the tested alloy were developed.The effect of interior stress distributed along the sheet thickness on springback was simulated using FE software MSC.MARC by compiling the established constitutive models into the user subroutine.The simulation results showed that the amount of sheet springback was 61.12% when merely considering tensile stress existing along the sheet thickness;while sheet springback was up to 65.93% when taking both tensile and compressive stresses into account.In addition,an AA2524 rectangular sheet was subjected to CAF experiment in resistance furnace.The springback value of the formed rectangular sheet was 68.2%,which was much closer to 65.93%.This confirms that both tensile and compressive stresses across the sheet thickness should be considered in accurately predicting springback of the sheet after forming,which can be more consistent with experimental results. 展开更多
关键词 2524 aluminum alloy creep age forming constitutive modeling springback simulation stress state
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Creep model for unsaturated soils in sliding zone of Qianjiangping landslide 被引量:10
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作者 Liangchao Zou Shimei Wang Xiaoling Lai 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2013年第2期162-167,共6页
The mechanical behavior of sliding zone soils plays a significant role in landslide. In general, the sliding zone soils are basically in unsaturated state due to rainfall infiltration and reservoir water level fluctua... The mechanical behavior of sliding zone soils plays a significant role in landslide. In general, the sliding zone soils are basically in unsaturated state due to rainfall infiltration and reservoir water level fluctuation. Meanwhile, a large number of examples show that the deformation processes of landslides always take a long period of time, indicating that landslides exhibit a time-dependent property. Therefore, the deforma- tion of unsaturated soils of landslide involves creep behaviors. In this paper, the Burgers creep model for unsaturated soils under triaxial stress state is considered based on the unsaturated soil mechanics. Then, by curve fitting using the least squares method, creep parameters in different matric suction states are obtained based on the creep test data of unsaturated soils in the sliding zones of Qianjiangping landslide. Results show that the predicted results are in good agreement with the experimental data, Finally, to fur- ther explore the creep characteristics of the unsaturated soils in sliding zones, the relationships between parameters of the model and matric suction are analyzed and a revised Burgers creep model is developed correspondingly. Simulations on another group of test data are performed by using the modified Burgers creep model and reasonable results are observed, 展开更多
关键词 Sliding zone Unsaturated soils Matric suction creep behavior Burgers model
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Viscoelastoplastic constitutive model for creep deformation behavior of asphalt sand 被引量:4
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作者 叶永 杨新华 陈传尧 《Journal of Central South University》 SCIE EI CAS 2008年第S1期13-16,共4页
A uniaxial viscoelastoplastic model that can describe whole creep behaviors of asphalt sand at different temperatures was presented.The model was composed of three submodels in series,which describe elastoplastic,visc... A uniaxial viscoelastoplastic model that can describe whole creep behaviors of asphalt sand at different temperatures was presented.The model was composed of three submodels in series,which describe elastoplastic,viscoelastic and viscoplastic characteristics respectively.The constitutive equation was established for uniaxial loading condition,and the creep representation was also obtained.The constitutive parameters were determined by uniaxial compression tests under controlled-stress of 0.1 MPa with five different test temperatures of 20,40,45,50 and 60 ℃.Expressions of the model parameters in terms of temperatures were also given.The model gave prediction at various temperatures consistent with the experimental results,and can reflect the total deformation characterization of asphalt sands. 展开更多
关键词 ASPHALT SAND viscoelastoplastic model creep EXPERIMENT model parameters
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Creep behaviour and constitutive model of coal filled with gas 被引量:4
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作者 Li Xiangchun Yang Chunli +4 位作者 Ren Ting Nie Baisheng Zhao Caihong Liu Shuiwen Jiang Tao 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2017年第5期847-851,共5页
Coal exhibits different creep behaviours when filled with different amounts of gas. Creep tests of coal filled with 0 and 0.5 MPa gas were performed, and strain under different axial stress was compared.The three cree... Coal exhibits different creep behaviours when filled with different amounts of gas. Creep tests of coal filled with 0 and 0.5 MPa gas were performed, and strain under different axial stress was compared.The three creep constitutive models which were analysed using the method fitting experimental data for determining which creep model can reflect the creep process of the test best. The results show that the deformation of coal filled with 0.5 MPa gas is more higher than that of coal filled with 0 MPa gas under the same axial stress. Gas plays a positive effect on the deformation of coal process and will accelerate creep process. And gas will reduce coal intensity and change coal creep properties.Compared with Nishihara Model and Extensional Nishihara Model, Burgers Model can reflect the three stages of creep process of coal filled with gas better. The research results can contribute to reveal coal and gas outburst mechanism. 展开更多
关键词 COAL GAS creep CONSTITUTIVE model
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Non-linear creep damage model of sandstone under freeze-thaw cycle 被引量:7
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作者 LI Jie-lin ZHU Long-yin +4 位作者 ZHOU Ke-ping CHEN Hui GAO Le LIN Yun SHEN Yan-jun 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第3期954-967,共14页
To study rock damage characteristics under long-term freeze-thaw cycles and loads,rock freeze-thaw and creep damage factors were defined based on nuclear magnetic resonance porosity and volume strain,respectively.The ... To study rock damage characteristics under long-term freeze-thaw cycles and loads,rock freeze-thaw and creep damage factors were defined based on nuclear magnetic resonance porosity and volume strain,respectively.The damage factor is introduced into the basic rheological element,and the non-linear creep damage constitutive model and freeze-thaw rock equation are established to describe non-linear creep characteristics under a constant load.Simultaneously,the creep test of freeze-thaw rock under step loading is performed.Based on the test data,the applicability and accuracy of the creep damage freeze-thaw rock model are analyzed and verified.The results show that freeze-thaw cycles result in continuous rock pore structure damage and deterioration,and nuclear magnetic resonance porosity enhancement.The constant load induces increasing rock plastic deformation,volume,and creep aging damage.As the loading stress increases,the instantaneous rock elastic parameters increase,and the rheological elastic and viscosity parameters decrease.Furthermore,the damage degradation of freeze-thaw cycles weakens the rock viscoplasticity,resulting in a rapid decrease in the viscosity parameter with an increase in freeze-thaw cycles.Generally,the continuous damage of the rock is degraded,and the long-term strength decreases continuously. 展开更多
关键词 aging damage creep damage model damage factor stable creep
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Coupled model of consolidation and creep for consolidation test 被引量:2
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作者 梅国雄 殷建华 《Journal of Central South University》 SCIE EI CAS 2008年第S1期357-361,共5页
For most soft soil,the consolidation process and the creep process were coupled and the character of settlement time curve was obtained by the consolidation test at the same time.A simple and continuous function was p... For most soft soil,the consolidation process and the creep process were coupled and the character of settlement time curve was obtained by the consolidation test at the same time.A simple and continuous function was presented to express the whole process of consolidation including immediate settlement stage,the primary consolidation stage and the secondary consolidation stage.And the features of the continuous function were analyzed.The results of the long-term(duration to 18 months) consolidation test on clays from the Chek Lap Kok formation proved the rightness of the method.In the end,the parameter meanings of the continuous function were discussed. 展开更多
关键词 COUPLED model CONSOLIDATION creep SOFT SOIL
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