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Effects of reservoir fluids on sand packs consolidated by furan and epoxy resins:Static and dynamic states
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作者 Mohammad Nabi Tabbakhzadeh Feridun Esmaeilzadeh +1 位作者 Dariush Mowla Reza Zabihi 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第11期4504-4514,共11页
One of the most effective methods for sand control is the chemical consolidation of sandstone structures.In this paper,the impacts of crude oil and brine in the static state and the impact of the flow rates of the flu... One of the most effective methods for sand control is the chemical consolidation of sandstone structures.In this paper,the impacts of crude oil and brine in the static state and the impact of the flow rates of the fluids in the dynamic state have been assessed at the reservoir conditions.The analyses in this research were Young’s modulus,compressive strength,porosity,and permeability which were done on core samples after and before fluid contact.Samples made with two different resins showed good resistance to crude oil in both states.No considerable change was seen in the analyses even at high crude oil injection rates in the dynamic state.Conversely,brine caused a noticeable change in the analyses in both states.In the presence of brine at the static state,Young’s modulus and compressive strength respectively decreased by 37.5%and 34.5%for epoxy cores,whereas these parameters respectively reduced by 30%and 41%for furan cores.In brine presence at the dynamic state,compressive strength reduction was 10.28 MPa for furan and 6.28 MPa for epoxy samples and their compressive strength reached 16.75 MPa and 26.54 MPa respectively which are higher than the critical point to be known as weak sandstone core.Moreover,Young’s modulus decrease values for furan and epoxy samples were respectively 0.37 GPa and 0.44 GPa.Therefore,brine had a more destructive effect on the mechanical characteristics of samples in the static state than the dynamic one for two resins.In addition,brine injection increased permeability by about 13.6%for furan and 34.8%for epoxy.Also,porosity raised by about 21.8%for furan,and 19%for epoxy by brine injection.The results showed that the chemical sand consolidation weakens in the face of brine production along with crude oil which can lead to increasing cost of oil production and treating wellbore again. 展开更多
关键词 Chemical sand consolidation Brine Flow rate Static and dynamic states Crude oil Compressive strength Permeability Young’s modulus
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Dynamic shear modulus of undisturbed soil under different consolidation ratios and its effects on surface ground motion 被引量:8
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作者 Sun Jing Gong Maosheng Tao Xiaxin 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2013年第4期561-568,共8页
The dynamic shear modulus for three types of undisturbed soil under different consolidation ratios is presented by using the resonant column test method. Its effects on surface ground motion is illustrated by calculat... The dynamic shear modulus for three types of undisturbed soil under different consolidation ratios is presented by using the resonant column test method. Its effects on surface ground motion is illustrated by calculation. The test results indicate that the power function is a suitable form for describing the relationship between the ratio of the maximum dynamic shear modulus due to anisotropic and isotropic consolidations and the increment of the consolidation ratio. When compared to sand, the increment of the maximum dynamic shear modulus for undisturbed soil due to anisotropic consolidation is much larger. Using a one-dimensional equivalent linearization method, the earthquake influence factor and the characteristic period of the surface acceleration are calculated for two soil layers subjected to several typical earthquake waves. The calculated results show that the difference in nonlinear properties due to different consolidation ratios is generally not very notable, but the degree of its influence on the surface acceleration spectrum is remarkable for the occurrence of strong earthquakes. When compared to isotropic consolidation, the consideration of actual anisotropic consolidation causes the characteristic period to decrease and the earthquake influence factor to increase. 展开更多
关键词 dynamic shear modulus consolidation ratio undisturbed soil resonant column test surface ground motion
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A NOVEL METHOD FOR MEASURING AND CHARACTERIZING DYNAMIC FRACTURE-INITIATION TOUGHNESS OF ELASTIC-PLASTIC MATERIALS 被引量:7
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作者 Gong Nengping Xia Yuanming 《Acta Mechanica Solida Sinica》 SCIE EI 2002年第2期149-155,共7页
The characterization and testing methods of the dynamic fractureinitiation toughness of elas- tic-plastic materials under tensileimpact are studied. By using the self-designed bar-bar tensile impactappa- ratus, a nove... The characterization and testing methods of the dynamic fractureinitiation toughness of elas- tic-plastic materials under tensileimpact are studied. By using the self-designed bar-bar tensile impactappa- ratus, a novel test method for studying dynamicfracture-initiation ahs been proposed based on the one-di- mensionaltest principle. The curve of average load v. s. displacement (P-δ)is smooth until unstable crack propagation, and the kinetic energywhich does not contribute to the crack growth can be removed fromtotal work done by external-force to the specimen. 展开更多
关键词 elastic-plastic materials circumferentially notched short cylinder tensileimpact dynamic fracture toughness J_ID
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Effect of consolidation ratios on maximum dynamic shear modulus of sands 被引量:1
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作者 袁晓铭 孙静 孙锐 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2005年第1期59-68,共10页
The dynamic shear modulus (DSM) is the most basic soil parameter in earthquake or other dynamic loading conditions and can be obtained through testing in the field or in the laboratory. The effect of consolidation rat... The dynamic shear modulus (DSM) is the most basic soil parameter in earthquake or other dynamic loading conditions and can be obtained through testing in the field or in the laboratory. The effect of consolidation ratios on the maximum DSM for two types of sand is investigated by using resonant column tests. And, an increment formula to obtain the maximum DSM for cases of consolidation ratio κc>1 is presented. The results indicate that the maximum DSM rises rapidly when κc is near 1 and then slows down, which means that the power function of the consolidation ratio increment κc-1 can be used to describe the variation of the maximum DSM due to κc>1. The results also indicate that the increase in the maximum DSM due to κc>1 is significantly larger than that predicted by Hardin and Black's formula. 展开更多
关键词 consolidation ratio maximum dynamic shear modulus increment formula SANDS
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ANOMALOUS BEHAVIOR REVISITED:DYNAMIC RESPONSE OF ELASTIC-PLASTIC STRUCTURES 被引量:7
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作者 Xi, F Yang, JL Li, ZL 《Acta Mechanica Solida Sinica》 SCIE EI 1998年第4期283-294,共12页
Based on the minimum principle of acceleration in the elastic-plastic continua under finite def ormation, the dynamic response of an elastic-perfectly plastic pin-ended beam subjected to rectangular impulse loading is... Based on the minimum principle of acceleration in the elastic-plastic continua under finite def ormation, the dynamic response of an elastic-perfectly plastic pin-ended beam subjected to rectangular impulse loading is studied with the help of a numerical approach. The calculated results once again show the anomalous behavior of the beam during its response process, which was previously found in [1]. By carefully analyzing the instantaneous distribution of the bending moment, the membrane force, the curvature and displacement during the response process, it is concluded that the interactive effect between the geometry and materials nonlinearities of the structure is the key reason for leading to the anomalous behavior. This will be helpful for clarifying some misunderstandings in explaining the problem before. 展开更多
关键词 finite deformation minimum principle of acceleration dynamic elastic-plastic response bending moment distribution anomalous behavior
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Study of elastic-plastic damage model of cement consolidated soil with high organic content
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作者 CHEN Huie WANG Qing CAI Keyi 《Global Geology》 2009年第1期17-21,共5页
On the basis of elastic-plastic damage model of cement consolidated soil,the authors took organic contents into reasonable damage variable evolution equation in order to seek relation between the organic contents and ... On the basis of elastic-plastic damage model of cement consolidated soil,the authors took organic contents into reasonable damage variable evolution equation in order to seek relation between the organic contents and parameters in the equation,and established the elastic-plastic damage model of cement consolidated soil considering organic contents.The results show that the parameters change correspondingly with difference of the organic contents.The higher the organic contents are,the less the valves of the parameters such as elastic modulus(E),material parameters(K,n) and damage evolution parameter(ε) become,but the larger strain damage threshold value(εd) of the sample is.Meanwhile,the calculation results obtained from established model are compared with the test data in the condition of common indoors test,which is testified with reliability. 展开更多
关键词 cement consolidated soil organic content elastic-plastic damage model
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Dynamic Monitoring of the Mud 被引量:8
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作者 张慎强 朱首军 +1 位作者 刘玉兰 张治浩 《Agricultural Science & Technology》 CAS 2008年第4期112-117,共6页
[Objective] The research aimed to provide basic files and theoretical guidance for constructing sluicing-siltation dam using soil with high clay content soil.[Method] The soils of Dagou basin near Xiwu Village of Bais... [Objective] The research aimed to provide basic files and theoretical guidance for constructing sluicing-siltation dam using soil with high clay content soil.[Method] The soils of Dagou basin near Xiwu Village of Baishui County,Shaanxi Province were taken as experimental materials.pvc pipes with same height and diameter were used to construct testing model for dynamically determining settlement,shear strength,wet density of grouting bulk under 2 different grouting speeds(15 cm/d and 25 cm/d).[Result] Under different grouting speeds,general change trend was similar during grouting course.The subsidence,deformation,shear strength and wet density increased with the increase of grouting speed.Five or six days after grouting,daily displacement under 25 cm/d grouting speed was fewer than that under 15 cm/d grouting speed.[Conclusion] The increase of grouting speed could shorten the time for reaching the same subsidence,deformation,shear strength and wet density and increased displacement at the initial stage of grouting,however,with the increase of grouting time,lower grouting bulk was bad for displacement at later grouting period because it was near impermeable layer. 展开更多
关键词 MUD of HEAVY SILT LOAM SHEAR strength Drainage consolidation dynamic detection
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DYNAMIC CHARACTERISTICS OF SOILS SUBJECT TO IMPACT LOADINGS 被引量:1
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作者 Zhirong Niu Guoyun Lu Dongzuo Cheng 《Acta Mechanica Solida Sinica》 SCIE EI 2008年第4期347-353,共7页
The dynamic properties of soil under impact loads are studied experimentally and numerically. By analyzing the microstructural photos of soils with and without impact, it is shown that impact loads can destroy the ori... The dynamic properties of soil under impact loads are studied experimentally and numerically. By analyzing the microstructural photos of soils with and without impact, it is shown that impact loads can destroy the original structures in the compact area, where the soil grains are rearranged regularly and form the compact whirlpool structure. Simultaneously, the dynamic impact process of soil is simulated by using the software of Ls-dyna. The time-dependent distribution of the dynamic stress and density is obtained in the soil. Furthermore, the simulation results are consistent with the experimental results. The reinforcement mechanism and the rule of dynamic compaction of soils due to impact load are also elucidated. 展开更多
关键词 dynamic destruction IMPACT SOIL dynamic consolidation
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A new subregion mesh method for the investigation of the elastic-plastic impact in flexible multibody systems 被引量:1
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作者 Peng Chen Jin-Yang Liu Guang-Can Lu 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2017年第1期189-199,共11页
Impact processes between flexible bodies often lead to local stress concentration and wave propagation of high frequency. Therefore, the modeling of flexible multibody systems involving impact should consider the loca... Impact processes between flexible bodies often lead to local stress concentration and wave propagation of high frequency. Therefore, the modeling of flexible multibody systems involving impact should consider the local plastic deformation and the strict requirements of the spatial discretization. Owing to the nonlinearity of the stiffness matrix, the reduction of the element number is extremely important. For the contact-impact problem, since different regions have different requirements regarding the element size, a new subregion mesh method is proposed to reduce the number of the unnecessary elements. A dynamic model for flexible multibody systems with elastic-plastic contact impact is established based on a floating frame of reference formulation and complete Lagrange incremental nonlinear finite-element method to investigate the effect of the elastic-plastic deformation as well as spatial discretization. Experiments on the impact between two bodies are carried out to validate the correctness of the elastic-plastic model. The proposed formulation is applied to a slider-crank system with elastic-plastic impact. 展开更多
关键词 Multibody dynamics elastic-plastic impact Subregion mesh method EXPERIMENT
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ELASTIC EFFECT IN DYNAMIC RESPONSE OF PLASTIC CANTILEVER BEAMS TO IMPACT
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作者 Hou Weijian1 Yu Tongxi2 Su Xianyue11 Department of Mechanics, Peking University, Beijing 100871, P. R. China2 Department of Mechanical Engineering, UMIST, Manchester, M60 1QD, UK 《Acta Mechanica Solida Sinica》 SCIE EI 1995年第1期32-44,共13页
A lumped masses-springs model is proposed to analyze the dynamic response of an elastic-plastic cantilever beam resulting from impact. The numerical results are in good agreement with those by finite-element approache... A lumped masses-springs model is proposed to analyze the dynamic response of an elastic-plastic cantilever beam resulting from impact. The numerical results are in good agreement with those by finite-element approaches. The simplified model can catch the most essential features of elastic-plastic response of beams; in particular, it demonstrates the effect of elastic deformation on the distribution of bending moment and energy dissipation, and provides valuable quatitative results. 展开更多
关键词 elastic-plasticity elastic effect dynamic response cantilever beam
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Virtual machine selection and placement for dynamic consolidation in Cloud computing environment 被引量:13
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作者 Xiong FU Chen ZHOU 《Frontiers of Computer Science》 SCIE EI CSCD 2015年第2期322-330,共9页
Dynamic consolidation of virtual machines (VMs) in a data center is an effective way to reduce the en- ergy consumption and improve physical resource utilization. Determining which VMs should be migrated from an ove... Dynamic consolidation of virtual machines (VMs) in a data center is an effective way to reduce the en- ergy consumption and improve physical resource utilization. Determining which VMs should be migrated from an over- loaded host directly influences the VM migration time and increases energy consumption for the whole data center, and can cause the service level of agreement (SLA), delivered by providers and users, to be violated. So when designing a VM selection policy, we not only consider CPU utilization, but also define a variable that represents the degree of resource satisfaction to select the VMs. In addition, we propose a novel VM placement policy that prefers placing a migratable VM on a host that has the minimum correlation coefficient. The bigger correlation coefficient a host has, the greater the in- fluence will be on VMs located on that host after the migra- tion. Using CloudSim, we run simulations whose results let draw us to conclude that the policies we propose in this pa- per perform better than existing policies in terms of energy consumption, VM migration time, and SLA violation per- centage. 展开更多
关键词 cloud computing dynamic consolidation VMmigration energy consumption
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Attenuation-type and failure-type curve models on accumulated pore water pressure in saturated normal consolidated clay 被引量:1
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作者 赵春彦 《Journal of Central South University》 SCIE EI CAS 2012年第7期2047-2053,共7页
Based on dynamic triaxial test results of saturated soft clay, similarities of variations between accumulated pore water pressure and accumulated deformation were analyzed. The Parr's equation on accumulated deformat... Based on dynamic triaxial test results of saturated soft clay, similarities of variations between accumulated pore water pressure and accumulated deformation were analyzed. The Parr's equation on accumulated deformation was modified to create an attenuation-type curve model on accumulated pore water pressure in saturated normal consolidation clay. In this model, dynamic strength was introduced and a new parameter called equivalent dynamic stress level was added. Besides, based on comparative analysis on variations between failure-type and attenuatiun-type curves, a failure-type curve model was created on accumulated pore water pressure in saturated normal consolidation clay. Two models can take cycle number, coupling of static and dynamic deviator stress, and consolidation way into consideration. The models are verified by test results. The correlation coefficients are more than 0.98 for optimization of test results based on the two models, and there is good agreement between the optimized and test curves, which shows that the two models are suitable to predict variations of accumulated pore water pressure under different loading cases and consolidation ways. In order to improve prediction accuracy, it is suggested that loading cases and consolidation ways should be consistent with in-situ conditions when dynamic triaxial tests are used to determine the constants in the models. 展开更多
关键词 saturated normal consolidation clay equivalent dynamic stress level accumulated pore water pressure model attenuation-type curve failure-type curve
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磷石膏动模量及阻尼比试验研究
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作者 蔡国军 卫俊仁 +2 位作者 杨森林 蒲洪 李林 《中国测试》 CAS 北大核心 2024年第5期11-18,共8页
近年来,磷石膏废渣的生产和堆积迅速增长,给库区安全以及环境带来不小的隐患。该文利用英国GDS公司的GDS-DYNTTS型微机控制振动三轴试验系统,对杨家箐磷石膏堆场库区不同取土深度下的磷石膏废渣进行动力特性试验,主要针对其在围压较大... 近年来,磷石膏废渣的生产和堆积迅速增长,给库区安全以及环境带来不小的隐患。该文利用英国GDS公司的GDS-DYNTTS型微机控制振动三轴试验系统,对杨家箐磷石膏堆场库区不同取土深度下的磷石膏废渣进行动力特性试验,主要针对其在围压较大、偏压固结条件下的动弹性模量E_(d)、阻尼比λ进行较详细的研究。试验结果表明:密度相同条件下,动弹性模量随着固结比和围压的增加而变大,且在动应变ε_(d)增长初期曲线变化率不大,ε_(d)超过0.01%后动弹性模量会迅速减小,再逐渐趋于平缓;利用Kondner模型发现最大动弹性模量倒数和动应变的曲线呈较好的线性关系;对动模量比(E_(d)/E_(d0))曲线进行归一化分析,可以得出动模量与动应变的变化趋势,并且根据Darendeli模型对磷石膏动模量比的衰变阶段进行划分;利用最小二乘法对阻尼比与动弹性模量比λ-Ed/Ed0分布进行拟合,得到归一性较好的经验模型曲线。 展开更多
关键词 动三轴试验 磷石膏 偏压固结 动模量 阻尼比
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相对密实度和固结应力比对北部湾海砂动力特性影响的试验研究
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作者 王家全 和玉 +1 位作者 祝梦柯 钱弘毅 《安全与环境工程》 CAS CSCD 北大核心 2024年第4期20-28,共9页
北部湾地区拥有丰富的海洋资源,海洋工程在这一地区的发展日益重要,了解海砂在不同固结应力比和密实度条件下的动力特性,对于海岸线保护、港口建设、堤防工程等都至关重要。为探究北部湾海砂的动力特性,针对北部湾海砂开展了一系列的固... 北部湾地区拥有丰富的海洋资源,海洋工程在这一地区的发展日益重要,了解海砂在不同固结应力比和密实度条件下的动力特性,对于海岸线保护、港口建设、堤防工程等都至关重要。为探究北部湾海砂的动力特性,针对北部湾海砂开展了一系列的固结不排水循环动三轴试验,分析了相对密实度和固结应力比对北部湾海砂的轴向累积应变、动弹性模量、动孔压以及滞回曲线的影响。研究表明:在相同振次水平下,随着固结应力比和相对密实度的增大,海砂的轴向累积应变随之减小;动孔压随着固结应力比的增大线性减小,在低相对密实度(Dr≤50%)下,动孔压随振次的增大而增大,在高相对密实度(Dr=70%)下,动孔压随振次先增后减;动弹性模量随着振次的增加出现刚度软化现象,增大相对密实度与固结应力比,较明显地减缓了动弹性模量的衰减速率;随着固结应力比和相对密实度的增大,滞回曲线包围的面积减小,滞回曲线由不封闭曲线转为封闭曲线。这些研究成果可以为北部湾围填海工程提供一定的参考。 展开更多
关键词 北部湾海砂 相对密实度 固结应力比 滞回曲线 动三轴试验
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循环球应力作用下黄土变形特性研究
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作者 柴红 杨利国 《路基工程》 2024年第5期96-101,共6页
针对西安某地铁车站基坑Q3原状黄土,开展偏应力恒定的循环球应力加/卸载试验,对不同固结应力与不同动应力幅值条件下原状黄土的轴向变形与体应变发展规律进行分析。结果表明:循环球应力作用下,黄土会产生一定的不可逆塑性变形与可逆弹... 针对西安某地铁车站基坑Q3原状黄土,开展偏应力恒定的循环球应力加/卸载试验,对不同固结应力与不同动应力幅值条件下原状黄土的轴向变形与体应变发展规律进行分析。结果表明:循环球应力作用下,黄土会产生一定的不可逆塑性变形与可逆弹性变形,其变形增长规律与偏压程度和动应力幅值成正比,与固结应力成反比;轴向变形规律符合Monismith C L幂函数模型,且其模型参数与固结应力条件具有显著的相关性;原状黄土在加载初期体应变累积较明显,之后逐渐趋于稳定;固结应力比对体应变影响较小,固结球应力对体应变发展具有抑制作用,表明浅层土体更容易产生压缩变形。 展开更多
关键词 原状黄土 动三轴 循环球应力 轴向变形 体应变 固结应力
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考虑波次订单动态释放的B2C电商订单合并配送决策方法
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作者 石海洋 孙丽君 胡祥培 《管理工程学报》 CSSCI CSCD 北大核心 2024年第2期152-165,共14页
本文针对动态释放、异质性强的B2C电商波次订单的物流配送决策难题,以提高车辆满载率、降低配送成本为目标,研究考虑波次订单动态释放的B2C电商订单城区物流合并配送问题。首先,将原动态问题建模为一阶马尔可夫决策过程以表达其多阶段... 本文针对动态释放、异质性强的B2C电商波次订单的物流配送决策难题,以提高车辆满载率、降低配送成本为目标,研究考虑波次订单动态释放的B2C电商订单城区物流合并配送问题。首先,将原动态问题建模为一阶马尔可夫决策过程以表达其多阶段时序序贯决策的特点;其次,基于状态转移具有的时序特征,提出一种基于时序预测的前向动态规划方法用于寻找最优策略,将时序预测信息融入到合并配送决策的模型中,并结合定性启发式规则与定量优化模型以兼顾方法的决策效率与优化能力;最后,基于标准算例下的数值实验和某B2C电商平台的实例分析,验证了所提方法的有效性和实用性。此研究可为B2C电商订单物流配送提供决策支持,同时对于状态转移具有时序特征的马尔可夫决策问题提供了求解的新思路。 展开更多
关键词 B2C电商 波次拣选 合并配送 时序预测 前向动态规划
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循环荷载作用下分数阶饱和黏土地基的动力固结分析
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作者 王立安 余云燕 +1 位作者 任新 陈辉 《岩土力学》 EI CAS CSCD 北大核心 2024年第8期2279-2289,共11页
在Biot固结理论框架下,利用分数阶Kelvin模型描述土骨架流变效应,考虑孔压消散和土骨架流变的耦合作用。通过建立周期性循环荷载的时空域解析函数,在柱坐标系下构建半空间饱和黏土地基的三维轴对称动力固结控制方程。采用Hankel-Laplac... 在Biot固结理论框架下,利用分数阶Kelvin模型描述土骨架流变效应,考虑孔压消散和土骨架流变的耦合作用。通过建立周期性循环荷载的时空域解析函数,在柱坐标系下构建半空间饱和黏土地基的三维轴对称动力固结控制方程。采用Hankel-Laplace联合变换及张量运算推导控制方程在变换域的解析解,然后利用数值反演得出物理场的时空域解。通过算例分析,对循环荷载作用下饱和黏土地基的动力固结特性开展研究。结果表明,饱和黏土在主固结阶段的沉降速率较慢,而次固结阶段的沉降速率加快;循环荷载作用下,土骨架流变性越强,土体的累积沉降发展越快,土体位移波动幅值随黏性阶数的增大而减小,而且黏性阶数越大位移滞后性越明显;土骨架流变性导致孔压响应滞后于有效应力,孔压与有效应力的螺旋曲线发生水平移动;在循环荷载的卸载阶段,正应力随外荷载的减小而减小,但切应力随之增大,土体因发生剪胀现象而产生负孔压。 展开更多
关键词 分数阶Kelvin模型 饱和黏土地基 动力固结 循环荷载 Hankel-Laplace变换
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考虑断层破碎带影响的隧道结构地震反应研究
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作者 董捷 郑英豪 +4 位作者 李兆琦 陈洪运 宫凤梧 闫鑫 刘洋 《震灾防御技术》 CSCD 北大核心 2024年第1期140-150,共11页
为研究跨断层隧道在渗流-地震耦合作用下的动力响应,以宣绩铁路周湾村隧道穿越富水断层为背景,基于Biot固结动力方程,采用有限差分软件FLAC 3D进行多场耦合数值计算。本文主要分析了断层破碎带宽度对隧道衬砌特征点加速度、孔压、位移... 为研究跨断层隧道在渗流-地震耦合作用下的动力响应,以宣绩铁路周湾村隧道穿越富水断层为背景,基于Biot固结动力方程,采用有限差分软件FLAC 3D进行多场耦合数值计算。本文主要分析了断层破碎带宽度对隧道衬砌特征点加速度、孔压、位移及应力响应规律的影响。研究结果表明,对隧道结构不同位置而言,加速度响应规律一致,均为正常段加速度<破碎带加速度<交界面加速度。耦合场作用下,地层与破碎带交界处围岩位移及应力均发生突变。随着断层宽度的增加,应力及位移突变范围有所增大,孔隙水压力峰值也进一步扩大。此时隧道受压区增大,衬砌结构易发生局部破坏。通过加设注浆层的方式,可有效减少耦合场作用引起的拱圈应力分布不均现象。 展开更多
关键词 铁路隧道 断层破碎带 流固耦合动力模型 地震响应 Biot固结动力方程
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静动力排水固结法处理吹填海相泥沙软基试验研究
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作者 邓安华 孙振涛 张磊 《水运工程》 2024年第4期162-167,195,共7页
为加固吹填海相泥沙形成的软土地基,在汕头市东海岸围海造地的吹填区域内,进行堆载预压的静态排水固结法、强夯施工的动力排水固结法等试验,采用“降水+堆载+强夯”的静动力排水固结法加固吹填海相泥沙形成的软土地基。通过现场测试,研... 为加固吹填海相泥沙形成的软土地基,在汕头市东海岸围海造地的吹填区域内,进行堆载预压的静态排水固结法、强夯施工的动力排水固结法等试验,采用“降水+堆载+强夯”的静动力排水固结法加固吹填海相泥沙形成的软土地基。通过现场测试,研究施工过程中各层地基沉降、水位和孔隙水压力、土体位移变化情况,对处理前后的地基进行土工试验和原位测试研究,并验证该方法对海相泥沙的处理效果。研究表明,静动力排水固结法显著提高吹填软土地基的承载特性,可广泛应用于围海造地软基加固工程中。 展开更多
关键词 围海造地 静动力排水固结法 吹填海相泥沙 软基加固
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间歇固结排水条件下上海原状饱和软黏土的动力特性试验
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作者 戴世安 崔振东 廖红建 《世界地震工程》 北大核心 2024年第1期175-184,共10页
针对高铁列车荷载引起的地基长期沉降,既有动三轴试验研究往往忽略高铁运营期间存在间歇期、加载方式实际为分阶段加载的情况。基于此,本文通过一系列循环三轴试验研究间歇阶段固结排水条件下上海饱和软黏土在动应力影响下的动力特性,... 针对高铁列车荷载引起的地基长期沉降,既有动三轴试验研究往往忽略高铁运营期间存在间歇期、加载方式实际为分阶段加载的情况。基于此,本文通过一系列循环三轴试验研究间歇阶段固结排水条件下上海饱和软黏土在动应力影响下的动力特性,并探讨不同动应力和不同加载方式对土体轴向累积塑性应变的影响。研究结果表明:在不同动应力影响下,间歇期固结排水产生的轴向累积塑性应变增量随间歇阶段的后移始终呈非线性减小的发展趋势;当振次相同并且动应力幅值为10 kPa时,分阶段加载产生的累积塑性应变大约是连续加载的3倍;当振次相同并且动应力幅值为30 kPa时,连续加载产生的超孔压大约是分阶段加载产生的超孔压的5倍。分阶段加载使高铁地基产生更大的沉降,对高铁运营的安全性提出更高的要求。 展开更多
关键词 高铁荷载 原状饱和软黏土 分阶段循环加载 间歇固结排水 动力特性
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