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1.
Effects of body force on transient poroelastic consolidation due to groundwater pumping 总被引：1，自引：0，他引：1
By applying linear poro-elasticity theory, the body force effect on steady soil consolidation, i.e., settlement, caused by
constant water table depression due to groundwater pumping was investigated. The result shows that when the soil is soft or
thick, or both, neglecting the body force effect can lead to severe underestimation of soil displacement and incremental effective
stress. However, the transient response of soil consolidation was not analyzed. In addition, the water table depression due
to groundwater pumping in fact varies with time. In this study, the body force effect on transient consolidation of soil subjected
to variable water table depression is further examined. A poroelastic consolidation numerical model is developed herein to
conduct this examination. 相似文献
2.
Deformation effects of porosity variation on soil consolidation caused by groundwater table decline 总被引：1，自引：0，他引：1
Soil consolidation has been widely analyzed using the poroelastic theory. As soil consolidation proceeds, porosity variation leads to the changes in hydraulic conductivity, Young’s modulus, and body force. However, the combined deformation effect of porosity variation on soil consolidation is rarely examined. In this study, a poroelastic consolidation model used to simultaneously consider the changes in hydraulic conductivity, Young’s modulus, and body force was developed to investigate the combined deformation effect of porosity variation on soil consolidation caused by groundwater table decline. The results indicate that the deformation effect of porosity variation on soil consolidation is negligible when the body force number is <0.01. For body force numbers >0.01, soil displacement could be overestimated or underestimated if the combined deformation effect of porosity variation is not completely considered. The misestimation of soil displacement increases as the body force number increases. In addition, the combined deformation effect of porosity variation also affects the transmission of pore water pressure. Therefore, it could be concluded that a reliable analysis of soil consolidation must simultaneously account for the variations in hydraulic conductivity, Young’s modulus, and body force. 相似文献
3.
A poroelastic numerical model is presented to evaluate three-dimensional consolidation due to groundwater withdrawal from desaturating anisotropic porous media. This numerical model is developed based on the fully coupled governing equations for groundwater flow in deforming variably saturated porous media and the Galerkin finite element method. Two different cases of unsaturated aquifers are simulated for the purpose of comparison: a cross-anisotropic soil aquifer, and a corresponding isotropic soil aquifer composed of a geometrically averaged equivalent material. The numerical simulation results show that the anisotropy has a significant effect on the shapes of three-dimensional hydraulic head distribution and displacement vector fields. Such an effect of anisotropy is caused by the uneven partitioning of the hydraulic pumping stress between the vertical and horizontal directions in both groundwater flow field and solid skeleton deformation field. Copyright © 1999 John Wiley & Sons, Ltd. 相似文献
4.
Axisymmetric consolidation of a poroelastic soil layer with a compressible fluid constituent induced by groundwater drawdown was studied based on Biot’s axisymmetric consolidation theory. Laplace and Hankel transforms were employed to solve the governing equation. Explicit analytical solutions are obtained in the Laplace–Hankel transform domain when groundwater drawdown is induced by a constant pumping well. Based on the solutions, numerical computations were performed to study the influences of the compressibility of the fluid constituent on the consolidation behavior of the soil layer. 相似文献
5.
This paper presents an analysis of the rocking vibrations of a rigid cylindrical foundation embedded in poroelastic soil. The foundation is subjected to time‐harmonic rocking excitation and is perfectly bonded to the surrounding soil. The soil underlying the foundation base is represented by a homogeneous poroelastic half‐space, whereas the soil along the side of the foundation is modeled as an independent poroelastic stratum composed of a series of infinitesimally thin layers. The behavior of the soil is governed by Biot's poroelastodynamic theory. The contact surface between the foundation base and the poroelastic soil is assumed to be smooth and either fully permeable or impermeable. The dynamic interaction problem is solved by employing a simplified analytical method. Some numerical results for the nondimensional rocking dynamic impedance and nondimensional angular displacement amplitude of the foundation are presented to show the effect of nondimensional frequency of excitation, poroelastic material parameters, hydraulic boundary condition, depth ratio and mass ratio of the foundation. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
6.
对土层的回弹变形效应进行研究有助于科学实施地下水回灌、管理地下水资源及预测地面沉降。文章通过大量室内
压缩回弹试验,研究了土层回弹影响因素及回弹变形特性。试验结果表明：土层的最终回弹量受土样性质、最大固结压
力、固结时间以及卸荷比等因素影响;相同固结回弹条件下,土层黏粒含量越高,回弹量越大;对于同一种土,固结时间
越短,卸荷压力越大,回弹量越大;当卸荷比小于0.5时,固结压力对土层回弹量影响不明显,随着卸荷比的增大,同一种
土样所受固结压力越大,土样回弹率也越大,而当卸荷比大于0.9时,回弹率迅速增大。当土层类型及固结压力确定时,土
层最大回弹率和固结压力大致呈线性关系,可用于土层最大回弹率的预测。 相似文献
7.
对土层的回弹变形效应进行研究有助于科学实施地下水回灌、管理地下水资源及预测地面沉降。文章通过大量室内
压缩回弹试验，研究了土层回弹影响因素及回弹变形特性。试验结果表明：土层的最终回弹量受土样性质、最大固结压
力、固结时间以及卸荷比等因素影响；相同固结回弹条件下，土层黏粒含量越高，回弹量越大；对于同一种土，固结时间
越短，卸荷压力越大，回弹量越大；当卸荷比小于0.5时，固结压力对土层回弹量影响不明显，随着卸荷比的增大，同一种
土样所受固结压力越大，土样回弹率也越大，而当卸荷比大于0.9时，回弹率迅速增大。当土层类型及固结压力确定时，土
层最大回弹率和固结压力大致呈线性关系，可用于土层最大回弹率的预测。 相似文献
8.
Yue Choong Kog 《Geomechanics and Geoengineering》2019,14(1):1-11
The development of negative skin friction on circular piles in a consolidating layered soil is investigated by an elasto-plastic load transfer theory which accounts for slippage of the soil. The elastic load transfer theory is premised on the compatibility condition that the vertical displacement of the ‘pile’ is equal to the summation of the vertical displacement of the layered soil due to the consolidation of the upper soil layer and the vertical displacement in the ‘soil layers’ along the pile’s centroidal axis caused by a system of pile-soil interactive forces. Slippage of the soil is accounted for by imposing the shear strength of the clay layer as the limit of the pile-soil interface shear stress. The saturated upper clay is consolidating under a uniform surcharge in accordance with Terzaghi’s one-dimensional consolidation theory. The validity of the proposed solution is confirmed by comparison with field measurements. Extensive parametric studies with regard to the effect of pile-soil slip on pile behaviour are presented. 相似文献
9.
In this study subsidence due to groundwater withdrawal was investigated. Kerman Province in Iran is struggling with land subsidence
problem due to extensive groundwater withdrawal mainly for farming. The rate and type of groundwater withdrawal has very important
impact on settlement rate. In this research, effective parameters on land subsidence caused by groundwater withdrawal were
determined by laboratory tests. Sampling had done up to depth of 300 m mainly with remolded specimens from Shams-abad, Nouq
plain in Kerman province. Similar to the field preconsolidation pressure was applied on specimens in the laboratory. Rate
of applied stress on prepared specimens was similar to effect of oscillation of groundwater level. In order to model the actual
soil behavior in the laboratory, one-dimensional consolidation device (odometer) was adopted for testing. In these tests,
the effect of loading caused by seasonal oscillation of groundwater table is considered by means of cyclic loading in the
testing which has great effect on rate of settlements. The results of tests show that when the water table level periodically
increases and decreases the amount of settlement decrease, comparing with the case when the groundwater table drop to a constant
level. In order to predict the further effects of groundwater level oscillation and actual field condition on land subsidence,
a finite element model based on Biots’ three-dimensional consolidation theory was developed. After calibration of finite element
model with laboratory tests, this model was used for prediction the effect of groundwater level oscillation on actual field
conditions. 相似文献
10.
为进一步探讨饱和黏性土的弹黏塑性和变渗透性对一维固结进程的影响,引入考虑时间效应的统一硬化（UH）本构模型描述饱和黏土的弹黏塑性,并用Taylor的经验关系式表示其渗透系数与孔隙比的关系,修正了太沙基一维固结理论,并利用有限差分法对方程进行求解。通过与一维流变固结试验结果对比,验证本文计算方法的有效性以及UH模型的适用性。在此基础上,讨论了UH模型参数、压缩指数与渗透指数的比值以及荷载强度等对固结过程的影响。计算结果表明:饱和黏土的黏滞性使得在固结初期地基内部出现了孔压升高现象,并减缓了固结中后期地基孔压的整体消散,增大了地基的沉降量,并且这种现象随着初始超固结参数的增大而更明显;另外,随着压缩指数与渗透指数比值的减小,地基固结进程会加快,但地基最终沉降量不受影响;同时,在固结后期,当压缩指数不大于渗透指数时,较小荷载强度对应的地基内孔压消散较慢,然而,当压缩指数大于渗透指数时,荷载强度对孔压消散的影响则相对很小。 相似文献
11.
方家庄地裂缝成因探讨 总被引：1，自引：0，他引：1
在实地调查掌握区内地裂，房裂时空分布的基础上，结合对地质环境，水文地质条件，地下开采过程及地面变形与地裂关系的研究，确定了本区地裂缝的非构造属性。并利用地下水系统理论和太沙基因结原理进行了地裂缝成因机制的探讨，认为该区地面升降是导致地裂发生的直接原因，粘性土层是地面变形的物质基础，大强度交流量开采奥灰水是地面变形的主导因素，地下水系统功能和松散层厚度，岩性在横向上的变化，是地面不均匀变形的充要条件，当地面变形程度达到足以使土体完整性坡坏时，地裂缝便在区内应力集中的部位显现。 相似文献
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15.
软土的次固结对于软土的变形量非常重要。在软土次固结计算中,通常以次固结系数作为计算参数,但该系数不能反映荷载变化的影响,而且只适用于正常固结土。由于工程中所遇到的大都为超固结土,对超固结土的次固结计算还缺少合理的方法。通过室内试验开展了软土次固结沉降相关研究,进行了多组原状软土试样的分级加载次固结试验,试验结果表明,对于软土次固结计算,建议从次固结应变与时间关系的角度,采用双曲线形式进行拟合,并分别对正常固结和超固结状态的次固结应变参数进行分析,建立了一维次固结的经验模型公式,提出了一种考虑压力对次压缩影响的次固结沉降计算方法,并将该方法应用于现场工程项目,验证了该方法可以适用于正常固结土和超固结土,使得软土次固结沉降量的计算能够更好地反映实际工程问题。 相似文献
16.
矿坑排水与岩溶地面塌陷的关系 总被引：5，自引：5，他引：0
浙江省某岩溶矿区南部洼地先后发生6处地面塌陷,引发了当地居民的恐慌。矿区排水是唯一地下水开采活动,为分析塌陷区与矿区之间的水力联系,遂在研究区全面布置地下水监测系统。通过对比分析观测水位、矿坑排水量及当地降雨量数据,探讨地面塌陷与矿区排水之间的关系及其潜在成因。研究表明,研究区岩溶地下水动态变化整体保持一致,受降雨、矿坑排水等综合因素影响。北部矿区和南部洼地存在岩溶连通管道,两者在雨季水力联系微弱、旱季水力联系密切。经长期径流潜蚀作用,〖JP2〗导致区内地面塌陷区灰岩顶板岩溶发育处上覆土层出现土洞,当矿区排水量急剧增大时,南部洼地岩溶水位大幅度下降,使得土洞中出现负压、上覆土层所受浮托力降低、孔隙水与岩溶水补排关系改变,在多种效应共同作用下,土洞最终形成地面塌陷。 相似文献
17.
黏土层和砂土层交替变化的多层土体在强烈开采地下水作用下极易产生压密固结而引发地面沉降灾害。本文针对含水层释水引起地面沉降问题,研制了地面沉降试验装置,进行了排灌水条件下含水层系统的沉降及回弹试验。采用分布式光纤感测技术对土体内部应变分布及含水率变化进行耦合监测,并分析了各分层对水位变化的响应特征。结果表明:黏土层和砂土层均表现出了排水压缩和灌水回弹特点,黏土层变形较砂土层明显。各层变形与含水率变化具有良好的对应关系,表现为砂土层变形和含水率变化基本同步,而黏土层变形略微滞后于含水率变化。黏性土压缩曲线具有明显的分段特征,排水时当含水率低于液限后迅速减小,黏土层压缩速率明显加快;回灌时当含水率高于液限后,回弹速率明显加快。试验结果对研究地面沉降机理、评价地面沉降潜力及地下水利用具有重要意义。 相似文献
18.
以准确计算预压荷载作用下软土路基的工后沉降为目的,分析了不同预压法加固软土地基时土体的应力变化。提出了用弱化应力路径变化过程的弹黏塑性模型表示软黏土的应力-应变关系。结合经典比奥固结理论,推导了预压荷载作用下土体沉降计算的有限单元法。通过具体算例,验证了所提方法。结果表明：（1）不同预压方法的加固机制和应力路径均不相同。堆载预压法加固软基是一不等向的正压固结过程,真空预压法则是在负压作用下的等向固结过程;（2）弹黏塑性模型是不受瞬时施加应力的大小及具体应力路径变化过程影响的软土流变模型,运用于预压荷载作用下的软基时具有不考虑应力路径和不划分主次固结的优越性;（3）在比奥固结理论中,用弹黏塑性模型反映软土的物理方程时,可计算软基考虑了弹黏塑变形性质的固结沉降和工后沉降;（4）弹黏塑性模型的软土体黏性参数? /V和塑性参数? /V对竖向位移都有比较明显的影响。 相似文献
19.
太原市地层空间异质性对地面沉降分布的影响 总被引：4，自引：0，他引：4
对比1956～2000年太原市地下水位与地面沉降资料发现,该区地面沉降漏斗与地下水位降落漏斗的空间分布基本相近,但不完全吻合,局部地区存在偏移。通过对黏性土层累计厚度分布、黏性土层与粗颗粒土层的组合特征、不同分区各深度处土的力学特征值与上述偏移的对比分析,认为太原市地层的空间异质性对地面沉降分布有如下影响：（1）与地下水位降落漏斗相比,地面沉降漏斗偏向于黏性土层较厚的一侧;（2）地层组合（黏性土的夹层数、单层厚度等）对地面沉降的空间分布影响较大,沉降多发生在黏性土夹层多、单层厚度较小的地区;（3）土的力学性质的差异是影响沉降分布的重要因素。 相似文献
20.
在介绍隐伏金属矿床地气勘查方法的基础上,探讨了上覆岩石、地层、土壤、地下水和近地表大气等地质体及采样方法对揭示隐伏金属矿床的地球化学异常特征的影响,认为地气异常是多成因的,主要来自隐伏矿床所行成的纳米级物质,同时受到隐伏矿床上覆岩石、地层、土壤、地下水和近地表大气等地质要素影响。其作用方式是幔源气对隐伏矿床上覆岩体与地层造岩及微量元素的迁移,土壤固相组分对气体中矿致异常纳米物质吸附与固定及土壤反应脱有机气体,土壤对大气或污染大气对土壤的物质扩散,而地气采集装置和方法对元素含量改变也有影响。 相似文献