標(biāo)題: Titlebook: Constitutive Modeling of Geomaterials; Advances and New App Qiang Yang,Jian-Min Zhang,Yangping Yao Conference proceedings 2013 Springer-Ver [打印本頁(yè)] 作者: 獨(dú)裁者 時(shí)間: 2025-3-21 18:59
書目名稱Constitutive Modeling of Geomaterials影響因子(影響力)
書目名稱Constitutive Modeling of Geomaterials影響因子(影響力)學(xué)科排名
書目名稱Constitutive Modeling of Geomaterials網(wǎng)絡(luò)公開(kāi)度
書目名稱Constitutive Modeling of Geomaterials網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書目名稱Constitutive Modeling of Geomaterials被引頻次
書目名稱Constitutive Modeling of Geomaterials被引頻次學(xué)科排名
書目名稱Constitutive Modeling of Geomaterials年度引用
書目名稱Constitutive Modeling of Geomaterials年度引用學(xué)科排名
書目名稱Constitutive Modeling of Geomaterials讀者反饋
書目名稱Constitutive Modeling of Geomaterials讀者反饋學(xué)科排名
作者: asthma 時(shí)間: 2025-3-21 20:56
Rate Dependent Elastoviscoplastic Model,oposed to define the static yield surface. The model is validated with respect to test data for two materials: a soil (glacial till) and an alloy (solder). The correlations between model predictions and test data are very good. Thus, the proposed model can be used to characterize the behavior of materials that depend on strain rate and creep.作者: 向下 時(shí)間: 2025-3-22 02:59
Comparison of Anisotropic Rate-Dependent Models at Element Level,al simulations against element level tests, using objective parameters, suggest that EVP-SCLAY1 is able to give a better representation of the clay response at element tests than ACM in 1D loading, but the latter gives a better prediction for undrained strength.作者: 不可知論 時(shí)間: 2025-3-22 05:02 作者: 分開(kāi)如此和諧 時(shí)間: 2025-3-22 09:06
Influence of Recycled Asphalt Pavement on Creep Compliance of Hot Mix Asphalt,d and tested for creep compliance. It was found that at lower temperature, the mix containing 25% RAP content is stiffer, as indicated by higher creep compliance values. At higher temperature, however, the mix containing 40% RAP is stiffer as compared to that containing 25% RAP.作者: Affable 時(shí)間: 2025-3-22 13:44 作者: Affable 時(shí)間: 2025-3-22 18:33 作者: overhaul 時(shí)間: 2025-3-22 22:20 作者: ADORE 時(shí)間: 2025-3-23 03:07 作者: 議程 時(shí)間: 2025-3-23 06:12 作者: 追逐 時(shí)間: 2025-3-23 12:24
https://doi.org/10.1007/978-3-031-57642-3 with serious limitations for extension. Closed-form models have been a pursuit while they are more theoretical explorations rather than applications so far. Considering this state of the art, a simple method was proposed in modeling the constitutive relations of frozen soil.作者: 藐視 時(shí)間: 2025-3-23 15:34 作者: 無(wú)力更進(jìn) 時(shí)間: 2025-3-23 20:15
A Review on Creep of Frozen Soils, with serious limitations for extension. Closed-form models have been a pursuit while they are more theoretical explorations rather than applications so far. Considering this state of the art, a simple method was proposed in modeling the constitutive relations of frozen soil.作者: 怕失去錢 時(shí)間: 2025-3-23 23:42
Criterion for Flow Liquefaction Instability,roposed clearly and naturally differentiates between liquefaction flow (instability) and cyclic mobility. 2) Flow liquefaction not only depends on the potential of the material to generate positive excess pore pressures, but more importantly, it also depends on the current state of the material, which is rarely predicted by phenomenology.作者: Ornament 時(shí)間: 2025-3-24 03:05 作者: 格子架 時(shí)間: 2025-3-24 07:18 作者: nugatory 時(shí)間: 2025-3-24 11:27
Conference proceedings 2013 China, during October 15-16, 2012. The symposium is organized by Tsinghua University, the International Association for Computer Methods and Advances in Geomechanics (IACMAG), the Committee of Numerical and Physical Modeling of Rock Mass, Chinese Society for Rock Mechanics and Engineering, and the 作者: dissent 時(shí)間: 2025-3-24 16:40 作者: 摘要記錄 時(shí)間: 2025-3-24 19:56
https://doi.org/10.1007/978-3-031-56946-3te element method (FEM). The simulation result of a simple shear test is compared with results of discrete element method (DEM). The comparison shows that the rotations of particles can be fairly well predicted with the micropolar hypoplastic model.作者: 勛章 時(shí)間: 2025-3-25 01:02 作者: 易于交談 時(shí)間: 2025-3-25 06:10 作者: 健談的人 時(shí)間: 2025-3-25 10:13 作者: 連累 時(shí)間: 2025-3-25 13:23
https://doi.org/10.1007/978-3-031-57642-3d and tested for creep compliance. It was found that at lower temperature, the mix containing 25% RAP content is stiffer, as indicated by higher creep compliance values. At higher temperature, however, the mix containing 40% RAP is stiffer as compared to that containing 25% RAP.作者: 無(wú)關(guān)緊要 時(shí)間: 2025-3-25 17:42
Language Practices in the Dahiras,-term consolidation test (LT test), respectively. The latter is expressed by an equation with three isotache parameters initially determined for Osaka Bay clays but generalized to worldwide inorganic clays with various characteristics.作者: 防水 時(shí)間: 2025-3-25 22:52 作者: inveigh 時(shí)間: 2025-3-26 01:26
Revisiting the Paradigm of Critical State Soil Mechanics: Fabric Effects,ST) for soils, by introducing the requirement that a fabric and loading direction related scalar-valued quantity must reach a critical state value concurrently to the classical requirement of critical state values for the stress ratio . and the void ratio . . In this process a necessary ingredient i作者: Cupping 時(shí)間: 2025-3-26 06:55
Disturbed State Concept (DSC) for Constitutive Modeling of Geologic Materials and ,,s rocks, rockfill, asphalt, concrete, silicon, polymers, and interfaces and joints. Because of its generality and unified nature, it has found applications for topics such as active and passive earth pressures, and representation of transfer function for piles. It also can include critical state and作者: 有法律效應(yīng) 時(shí)間: 2025-3-26 08:39
Three-Dimensional Failure in Geomaterials: Experimentation and Modeling,nfluenced by the intermediate principal stress, shear banding and cross-anisotropy. True triaxial tests on tall specimens indicated that shear banding played an important role in the shape of the 3D failure surface, and analysis of shear banding under 3D conditions showed that the isotropic failure 作者: 樹(shù)木中 時(shí)間: 2025-3-26 15:58 作者: ABOUT 時(shí)間: 2025-3-26 17:00
Failure Mechanism and Control of Geotechnical Structures,ve for such complicated geotechnical structures. To make the reinforcement design effective and targeted, structural failure mechanism under certain actions must be analyzed because reinforcement is essentially aimed at failure control. The deformation reinforcement theory (DRT) provides a feasible 作者: 我要沮喪 時(shí)間: 2025-3-26 23:06 作者: grandiose 時(shí)間: 2025-3-27 02:43 作者: Lacunar-Stroke 時(shí)間: 2025-3-27 07:20
Some Strengths and Weaknesses of Overstress Based Elastic Viscoplastic Models,resents the theoretical formulation of this type of models and highlights the abilities and shortcomings of such models to reproduce the time dependent behaviour of clays observed in the laboratory and the implications that these have when used in the analysis of boundary value problems.?作者: Instantaneous 時(shí)間: 2025-3-27 11:01
Comparison of Anisotropic Rate-Dependent Models at Element Level,els are identical in the way the evolution of anisotropy is simulated, but differ the in way the rate-effects are taken into account. Based on numerical simulations against element level tests, using objective parameters, suggest that EVP-SCLAY1 is able to give a better representation of the clay re作者: STAT 時(shí)間: 2025-3-27 13:44
A Comparison of Four Elastic Visco-Plastic Models for Soft Clay,o describe the soil behaviour. For applied loadings that increase the stresses to around the in-situ yield stress, the predicted behaviour is strongly influenced by the associated breakdown of clay structure and the way in which this is modelled. Four elastic visco-plastic models have been compared 作者: 運(yùn)動(dòng)吧 時(shí)間: 2025-3-27 19:06 作者: MOT 時(shí)間: 2025-3-28 01:32 作者: 現(xiàn)任者 時(shí)間: 2025-3-28 03:54
Influence of Recycled Asphalt Pavement on Creep Compliance of Hot Mix Asphalt, (Oklahoma S3) with a nominal maximum size (NMS) of 19 mm. A total of two mixes, one containing 25% RAP and the other containing 40% RAP, were designed and tested for creep compliance. It was found that at lower temperature, the mix containing 25% RAP content is stiffer, as indicated by higher creep作者: grieve 時(shí)間: 2025-3-28 09:20
Simplified Modelling of Isotache Concept for Consolidation,on pressure and the strain rate. The former and the latter can be obtained from one constant rate of strain consolidation test (CRS test) and one long-term consolidation test (LT test), respectively. The latter is expressed by an equation with three isotache parameters initially determined for Osaka作者: medieval 時(shí)間: 2025-3-28 10:52 作者: Shuttle 時(shí)間: 2025-3-28 16:34
Examination on Time-Dependent Soil Models in One-Dimensional Consolidation,l [1] is an example of an elastic-viscoplastic formulation that incorporates a time-dependent state variable to estimate viscoplastic deformation. We show that the SSC model is equivalent to the isotache formulation proposed by Imai [2], as both are based on a unique relationship between stress, voi作者: BOLT 時(shí)間: 2025-3-28 20:43 作者: Range-Of-Motion 時(shí)間: 2025-3-28 23:22 作者: 功多汁水 時(shí)間: 2025-3-29 06:32 作者: FAZE 時(shí)間: 2025-3-29 10:27 作者: IVORY 時(shí)間: 2025-3-29 13:47
Also, was ist Unternehmensresilienz im Kern?resents the theoretical formulation of this type of models and highlights the abilities and shortcomings of such models to reproduce the time dependent behaviour of clays observed in the laboratory and the implications that these have when used in the analysis of boundary value problems.?作者: Hyaluronic-Acid 時(shí)間: 2025-3-29 15:37 作者: 詼諧 時(shí)間: 2025-3-29 23:22 作者: defendant 時(shí)間: 2025-3-30 00:34
Springer Series in Geomechanics and Geoengineeringhttp://image.papertrans.cn/c/image/235901.jpg作者: 預(yù)定 時(shí)間: 2025-3-30 05:33 作者: 江湖郎中 時(shí)間: 2025-3-30 10:12 作者: 贊成你 時(shí)間: 2025-3-30 15:08
Some Strengths and Weaknesses of Overstress Based Elastic Viscoplastic Models,resents the theoretical formulation of this type of models and highlights the abilities and shortcomings of such models to reproduce the time dependent behaviour of clays observed in the laboratory and the implications that these have when used in the analysis of boundary value problems.?作者: Jacket 時(shí)間: 2025-3-30 19:47
A Rate-Dependent Viscous Model for Sand,rain rate change, creep and stress relaxation. In order to properly simulate the viscous characteristics, especially the temporary effect of strain rate change, a new visco-elastoplastic constitutive model is presented.作者: Femish 時(shí)間: 2025-3-30 21:18 作者: Lipoprotein(A) 時(shí)間: 2025-3-31 04:31
Liudmila A. Guzikova,Lingli Lyu,Leyue CaiST) for soils, by introducing the requirement that a fabric and loading direction related scalar-valued quantity must reach a critical state value concurrently to the classical requirement of critical state values for the stress ratio . and the void ratio . . In this process a necessary ingredient i作者: plasma 時(shí)間: 2025-3-31 07:37
Liudmila A. Guzikova,Lingli Lyu,Leyue Cais rocks, rockfill, asphalt, concrete, silicon, polymers, and interfaces and joints. Because of its generality and unified nature, it has found applications for topics such as active and passive earth pressures, and representation of transfer function for piles. It also can include critical state and作者: 過(guò)份 時(shí)間: 2025-3-31 10:38 作者: 出汗 時(shí)間: 2025-3-31 13:27
https://doi.org/10.1007/978-3-031-56946-3xisting micropolar models. A characteristic length is the only additional material parameter. This model is implemented into ABAQUS and solved by finite element method (FEM). The simulation result of a simple shear test is compared with results of discrete element method (DEM). The comparison shows 作者: CURT 時(shí)間: 2025-3-31 21:34
Rossen Kazakov,Penka Petrova,Yavora Kazakovave for such complicated geotechnical structures. To make the reinforcement design effective and targeted, structural failure mechanism under certain actions must be analyzed because reinforcement is essentially aimed at failure control. The deformation reinforcement theory (DRT) provides a feasible 作者: 浮雕 時(shí)間: 2025-4-1 01:35 作者: 軍械庫(kù) 時(shí)間: 2025-4-1 03:19 作者: Innovative 時(shí)間: 2025-4-1 09:31 作者: menopause 時(shí)間: 2025-4-1 10:13 作者: ATRIA 時(shí)間: 2025-4-1 17:00
Concluding Remarks and Open Problems,o describe the soil behaviour. For applied loadings that increase the stresses to around the in-situ yield stress, the predicted behaviour is strongly influenced by the associated breakdown of clay structure and the way in which this is modelled. Four elastic visco-plastic models have been compared 作者: albuminuria 時(shí)間: 2025-4-1 22:32 作者: MURAL 時(shí)間: 2025-4-2 00:22 作者: 讓空氣進(jìn)入 時(shí)間: 2025-4-2 03:48
https://doi.org/10.1007/978-3-031-57642-3 (Oklahoma S3) with a nominal maximum size (NMS) of 19 mm. A total of two mixes, one containing 25% RAP and the other containing 40% RAP, were designed and tested for creep compliance. It was found that at lower temperature, the mix containing 25% RAP content is stiffer, as indicated by higher creep
