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1.
本文在现场工程地质条件及变形破坏特征勘察的基础上,对高句丽太王陵的稳定性进行了研究,并用三维有限差分程序FLAC3D对陵体在自重和渗流场藕合作用下的应力和变形规律进行了研究。研究表明:(1)太王陵出现的条石内倾、条石拉开等变形是由其本身的结构特点及其在自重作用下形成的;(2)持力层承载力不足,地基失稳是引起该国家重点文物破坏的主要原因;(3)陵坡滑移是由于本身安全储备较低,在地基失稳和地震等的共同作用下引发的。 相似文献
2.
库水位变动是诱发库岸边坡变形失稳的主要因素。为探究库水位变动下倾倒变形岩体破坏后形成的堆积体斜坡的地下水动力作用,以云南澜沧江的苗尾水电站赵子坪滑坡为研究对象,通过现场地质调查和勘探确定了滑坡形态和坡体结构特征;再结合监测数据深入分析了滑坡在地下水动力作用下的变形失稳机制,并基于非饱和土力学理论和有限元法对其失稳机制进行进一步验证。结果显示:赵子坪岸坡为原始倾倒岩体变形破坏后上部强倾倒岩体沿着折断面发生滑动而形成的堆积体斜坡,内部呈层状堆积的片石表明其还保留了部分倾倒岩体的结构特征。水库蓄水后,由于松散的倾倒堆积体为库水渗入坡体创造了良好的条件,地下水位随库水位升高而快速升高,导致孔隙水压力增大而滑坡阻滑段有效应力减小,从而造成稳定性降低,滑坡易沿着由倾倒折断面演化而成的基覆界面发生滑动破坏。 相似文献
3.
为准确把握黄土坡临江I号崩滑体在水库运营期间的变形及稳定性演化动态,采用试验隧洞群的形式充分揭露崩滑体的地质结构及空间形态,并构建崩滑体双层滑带地质模型。采用饱和-非饱和渗流有限元算法获取其在水库运营期间地下水渗流场的动态变化过程,以此为基础研究崩滑体的变形和稳定性演化规律。研究表明,崩滑体的变形主要发生在库水位下降期间,且呈明显的牵引式运动特征,变形演化规律与GPS监测点实测数据相符;崩滑体的浅层滑坡在演化过程中受地下水渗流场动态变化的影响较大,因此,其稳定性系数的波动幅值也较大,其临界失稳水位下降速度为2.0 m/d。综合分析认为,黄土坡临江I号崩滑体整体稳定性相对较好,但浅层滑坡在降雨和库水位下降过程中存在局部失稳的可能。 相似文献
4.
查明地表水和地下水作用关系对湿地生态保护与修复具有重要意义。采用地表水和地下水位监测、氢氧稳定同位素分析、湖床沉积物温度示踪等方法,研究了白洋淀渗漏对周边浅层地下水的影响范围和深度,评价了地表水垂向渗漏速率,并探讨了芦苇分布面积和地表水位以及地下水位埋深的关系。结果表明：白洋淀渗漏受地质结构和水力梯度等因素影响,对浅层地下水垂向上影响深度为20 m,水平向上影响范围存在较大空间变异。周边浅层地下水的补给来源为大气降雨和地表水,其中地表水渗漏的补给比例为0~90.5%。淀区渗漏速率0.01~0.59 mm/d,和含水层埋深关系密切,埋深越小,越有利于地表水渗漏。1976-2020年,白洋淀芦苇分布面积和地表水位关系密切。当地表水位为6.3~6.8 m时,芦苇分布面积最大,在水位小于6.3 m条件下芦苇面积随着水位增高而增加,大于6.8 m条件下随着水位增高而减少。芦苇台地下水位埋深和地表水位显著相关,在2020年4-9月芦苇生长期,除雨季前期外多数时段台地地下水埋深均适宜芦苇发育,建议在雨季前期实施生态补水,通过降低台地地下水位埋深促进芦苇生长发育。研究结果可为白洋淀生态补水、渗漏防治和生态保护提供参考。 相似文献
5.
河西走廊是丝绸之路的咽喉,区域内季节冻土路基的稳定性对亚欧大陆运输通道有重要影响。以张掖地区季节冻土路基为例,基于传热学及弹塑性变形理论探讨了路基在阴阳坡效应下的地温和变形分布;通过比较路基最大冻结深度到地下水位的距离与毛细水最大上升高度,得到河西走廊地区路基合理高度的确定方法及拟合公式,来表示其与地下水位以及年平均气温的相互关系。结果表明：张掖地区路基阴阳坡效应明显,阴坡冻结时间比阳坡长2个月;1月阴阳坡的温差最大,达到3℃;2月,路基的竖向最大位移达到26 mm,横向位移差达到6 mm;路基合理高度随年平均气温的升高而逐渐降低,随地下水位的增加而逐渐变大,其随年平均气温的变化幅度小于地下水。该研究可定性分析路基合理高度与年平均气温、地下水位的关系,为河西走廊地区定量计算路基高度提供理论参考。 相似文献
6.
The distribution of arsenic （As） in shallow groundwater of eastern Chancheng District in Foshan City as a function of season and water table was investigated, and the influence of hydrochemical factors on the As distribution was discussed. The groundwater samples were collected from 20 sites in dry season and 9 sites in wet season. As concentrations in 20% groundwater samples exceeded value of the WHO guideline （10 μg/L）, and the highest As concentration of 23.5 μg/L occurred in dry season. It is observed that groundwater As concentration decreased with the increase of depth of water table in dry season, and were generally higher in wet season than that in dry season, indicating that ground surface As might be one of the main sources for shallow groundwater As in study area, especially in wet season. Groundwater As concentration in study area had significantly positive correlation with the concentration of Fe, Mn, NH4, F, and COD, and was positively correlated to pH, but negatively correlated to Eh and K, indicating that reductive dissolution of Fe and Mn （oxy）hydroxides might be one of the main control mechanisms for groundwater As mobilization, while pH and F also played an important role in controlling the groundwater As mobilization in study area. 相似文献
7.
直立式填方支护在建筑、机场、公路、铁路、矿山等大型基础设施建设项目中的作用不可或缺,但黄土地区边坡支护结构易出现桩基沉降、桩体弯曲、桩板墙开裂的现象。为进一步定量分析其变形特征,采用地形微变监测仪（IBIS-L）进行全天候不间断监测,通过对采集的点面数据进行研究,结果表明：1）支护结构变形总体上具有明显的区域性差异,近15 d的最大变形量为26.6 mm;2）对象监测点位移呈间隔24 h"波浪形"增长规律,且无收敛趋势,极可能导致边坡整体失稳;3）结合温度监测,以监测点Pix8为例,理论计算结果与监测数据相吻合,揭示了s-t曲线呈"波浪形"增长的原因,得出大体积混凝土在大气温度场条件下的变形具有"滞后效应"的响应特征。 相似文献
8.
Investigation into subsidence hazards due to groundwater pumping from Aquifer II in Changzhou,China 总被引：2，自引：1，他引：1
Ye-Shuang Xu Yao Yuan Shui-Long Shen Zhen-Yu Yin Huai-Na Wu Lei Ma 《Natural Hazards》2015,78(1):281-296
This paper presents an investigation into increased deformation of Aquifer II caused by groundwater pumping from the aquifer in Changzhou, China. As groundwater levels of aquifers have been decreasing in recent decades due to uncontrolled water pumping, land subsidence is becoming a serious geohazard in Changzhou. Based on recently reported field data, the compression of aquitards has not increased compared to that of aquifers with the same scale of layer thickness. The Cosserat continuum model was adopted to analyse the observed phenomenon in this study. A classic Cauchy continuum model is also used for comparison. The comparison between these two models indicates that the proposed approach can interpret the increased deformation well, and the classic Cauchy continuum model underestimates the aquifer deformation as it does not consider shear displacement and macro-rotation. A discussion on the relationship between the groundwater level in the aquifer and subsidence is then undertaken. The results show that the severity of the annual subsidence is correlated with the variation in groundwater level in Aquifer II. To mitigate the subsidence hazards, countermeasures should be adopted to avoid the shear stress in aquifers which results from the high hydraulic gradient, by the appropriate allocation of pumping wells and by restricting groundwater withdrawal volume from each pumping operation. 相似文献
9.
Quantifying water exchange between a coastal wetland and the underlying groundwater is important for closing water, energy and chemical budgets. The coastal wetlands of the Florida Everglades (USA) are at the forefront of a large hydrologic restoration project, and understanding of groundwater/surface-water interactions is needed to comprehend the effects of the project. Four independent techniques were used to identify water exchange at varying spatial and temporal scales in Taylor Slough, Everglades National Park. The techniques included a water-budget study and measurements of hydraulic head gradients, geochemical tracers, and temperature. During the 18-month study, the four methods converged as to the timing of groundwater discharge, typically between June and September, contemporaneous with the wet season and increasing surface-water levels. These results were unexpected, as groundwater discharge was predicted to be greatest when surface-water levels were low, typically during the dry season. Either a time lag of 1?C5?months in the response of groundwater discharge to low surface-water levels or precipitation-induced groundwater discharge may explain the results. Groundwater discharge was a significant contributor (27?%) to the surface water in Taylor Slough with greater rates of discharge observed towards the coastline in response to seawater intrusion. 相似文献
10.
黑河下游胡杨季节尺度径向生长变化研究 总被引：4，自引：1，他引：3
利用半径型树木生长测量仪, 于2009-2010年生长季对西北内陆河-黑河流域下游荒漠河岸林优势树种-胡杨径向生长进行了监测, 结合环境气象、 水文因子同步监测资料, 对胡杨季节变化节律和环境影响因素进行了研究.结果表明: 按照胡杨径向生长日变化特征, 将其分为增长型(ΔR+)、 负增长型(ΔR-)和持续增长型(ΔR++)3种类型.在生长季, 胡杨径向生长季节变化呈"S"型, 可分为前期缓慢增长(P1)、 迅速增长(P2)和后期微弱增长(P3) 3个阶段; ΔR+/++类型在这3个阶段中所占比例分别为63.64%, 85.51%和48.61%; 5月末至8月初是胡杨年轮形成的主要阶段, 在该阶段气温和地下水位埋深均表现出显著的相关关系, 但地下水位埋深应是最根本的因素. 因此, 在树木年轮学应用方面, 胡杨可以用来反演区域水环境变化, 包括河道径流和地下水位变化等. 在荒漠河岸林管理方面, 满足春夏季地下水位条件和适度频率的春汛, 是保证该地区胡杨河岸林正常生长和保持合理种群结构的前提. 相似文献
11.
Xianze Cui Quansheng Liu Chengyuan Zhang Yisheng Huang Yong Fan Hongxing Wang 《Hydrogeology Journal》2018,26(3):789-802
With the rapid development and use of ground-source heat-pump (GSHP) systems in China, it has become imperative to research the effects of associated long-term pumping and recharge processes on ground deformation. During groundwater GSHP operation, small particles can be transported and deposited, or they can become detached in the grain skeleton and undergo recombination, possibly causing a change in the ground structure and characteristics. This paper presents a mathematical ground-deformation model that considers particle transportation and deposition in porous media based on the geological characteristics of a dual-structure stratum in Wuhan, eastern China. Thermal effects were taken into consideration because the GSHP technology used involves a device that uses heat from a shallow layer of the ground. The results reveal that particle deposition during the long-term pumping and recharge process has had an impact on ground deformation that has significantly increased over time. In addition, there is a strong correlation between the deformation change (%) and the amount of particle deposition. The position of the maximum deformation change is also the location where most of the particles are deposited, with the deformation change being as high as 43.3%. The analyses also show that flow of groundwater can have an effect on the ground deformation process, but the effect is very weak. 相似文献
12.
基坑变形监测现场试验研究 总被引：1，自引：0，他引：1
结合浙江省桐乡市中虹天地商住楼基坑变形监测项目,研究了基坑沉桩挤土作用,分析了边长40cm方桩沉桩时,120倍桩径处地表仍有微弱隆起变形,以及基坑周边民住房的不均匀沉降变化特征。基坑开挖过程中,围护结构的受力状态发生改变,导致围护结构产生上浮现象。基坑土体水平位移随开挖深度增加逐渐变大,且在土体蠕变作用下,水平位移量仍会有所增加。大气降水导致基坑内外地下水位差变大,增加围护结构的侧压力。支撑轴力受混凝土凝固收缩、温差以及钢筋、混凝土之间的差异徐变影响,支撑轴力计算时需进行修正。 相似文献
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14.
同位素在小流域基流计算中的应用研究 总被引：3，自引：0，他引：3
小流域基流计算结果可反映流域地下水与地表水之间的相互影响.对2007年中山大学珠海滨海水循环综合实验基地上游流域做退水分析,并采用不同方法分割上游河道流量过程线,得到的基流BFI值,即基流量除以河川径流量,变化范围在0.43～0.86,旱季BFI最大值为0.96,雨季最小值为0.41.收集研究区域河道水、地下水以及雨水水样分析D、18O同位素值,根据同位素平衡原理采用二水源过程线分割法计算2～5月流域基流比重,得到上游BFI值0.737、下游BFI值0.68,计算结果与改进的数字滤波法3的计算结果相一致. 相似文献
15.
A practical application of a simple and economical solution to landslide hazard zonation based on slope stability analysis
was carried out in the Veľká Čausa landslide, Horná Nitra region, central Slovakia. The region is prone to different types
of slope deformation controlled by geological structure, physical and mechanical properties of materials, complicated hydrogeological
setting, undulating morphology, and man-made influence. Taking into consideration the cause of the landslide, identified as
groundwater change, two scenarios of landslide activity have been investigated. Scenario 1 considers the maximum groundwater
level recorded from March 1995 to October 1998, corresponding to the period starting from the most recent landslide activity
up to the end of remediation work. Scenario 2 considers the maximum groundwater level recorded from November 1998 to December
2004, after the remediation works, and corresponding to the actual situation of the landslide. It has been found from this
study that slope angle has the highest influence on landslide instability in the Veľká Čausa landslide. Therefore, high resolution
Digital Elevation Model (DEM) is essential for obtaining reasonable results. In addition, an appropriate selection of the
model input parameters (e.g., shear strength) is very important. The validation between the calculated landslide hazard zonation
map and results of monitoring survey were examined. The results show moderate to good agreement with the inclinometric and
geodetic measurements. It was also verified that the most active part of the landslide is the north-western side. 相似文献
16.
Water resources are scarce in arid or semiarid areas,which not only limits economic development,but also threatens the survival of mankind.The local communities around the Hangjinqi gasfield depend on groundwater sources for water supply.A clear understanding of the groundwater hydrogeochemical characteristics and the groundwater quality and its seasonal cycle is invaluable and indispensable for groundwater protection and management.In this study,self-organizing maps were used in combination with the quantization and topographic errors and K-means clustering method to investigate groundwater chemistry datasets.The Piper and Gibbs diagrams and saturation index were systematically applied to investigate the hydrogeochemical characteristics of groundwater from both rainy and dry seasons.Further,the entropy-weighted theory was used to characterize groundwater quality and assess its seasonal variability and suitability for drinking purposes.Our hydrochemical groundwater dataset,consisting of 10 parameters measured during both dry and rainy seasons,was classified into 6 clusters,and the Piper diagram revealed three hydrochemical facies:Cl-Na type(clusters 1,2 and 3),mixed type(clusters 4 and 5),and HCO3-Ca type(cluster 6).The Gibbs diagram and saturation index suggested thatweathering of rock-forming mineralswere the primary process controlling groundwater chemical composition and validated the credibility and practicality of the clustering results.Two-thirds of 45 groundwater samples were categorized as excellent-or good-quality and were suitable as drinking water.Cluster changes within the same and different clusters from the dry season to the rainy season were detected in approximately 78%of the collected samples.The main factors affecting the groundwater quality were hydrogeochemical characteristics,and dry season groundwater quality was better than rainy season groundwater quality.Based on this work,such results can be used to investigate the seasonal variation of hydrogeochemical characteristics and assess water quality accurately in the others similar area. 相似文献
17.
Kelly Addy Arthur Gold Barbara Nowicki James McKenna Mark Stolt Peter Groffman 《Estuaries and Coasts》2005,28(6):896-908
Coastal waters are severely threatened by nitrogen (N) loading from direct groundwater discharge. The subterranean estuary,
the mixing zone of fresh groundwater and sea water in a coastal aquifer, has a high potential to remove substantial N. A network
of piezometers was used to characterize the denitrification capacity and groundwater flow paths in the subterranean estuary
below a Rhode Island fringing salt marsh.15N-enriched nitrate was injected into the subterranean estuary (in situ push-pull method) to evaluate the denitrification capacity
of the saturated zone at multiple depths (125–300 cm) below different zones (upland-marsh transition zone, high marsh, and
low marsh). From the upland to low marsh, the water table became shallower, groundwater dissolved oxygen decreased, and groundwater
pH, soil organic carbon, and total root biomass increased. As groundwater approached the high and low marsh, the hydraulic
gradient increased and deep groundwater upwelled. In the warm season (groundwater temperature >12 °C), elevated groundwater
denitrification capacity within each zone was observed. The warm season low marsh groundwater denitrification capacity was
significantly higher than all other zones and depths. In the cool season (groundwater temperature <10.5 °C), elevated groundwater
denitrification capacity was only found in the low marsh. Additions of dissolved organic carbon did not alter groundwater
denitrification capacity suggesting that an alternative electron donor, possibly transported by tidal inundation from the
root zone, may be limiting. Combining flow paths with denitrification capacity and saturated porewater residence time, we
estimated that as much as 29–60 mg N could be removed from 11 of water flowing through the subterranean estuary below the
low marsh, arguing for the significance of subterranean estuaries in annual watershed scale N budgets. 相似文献
18.
Nguyen Cao Don Nguyen Thi Minh Hang Hiroyuki Araki Hiroyuki Yamanishi Kenichi Koga 《Environmental Geology》2006,49(4):601-609
A sinking of the land surface due to the pumping of groundwater has long been recognized as an environmental issue in the
Shiroishi plain of Saga, Japan. Land subsidence can have several negative economic and social implications such as changes
in groundwater and surface water flow patterns, restrictions on pumping in land subsidence prone areas, localized flooding,
failure of well casings as well as shearing of structures. To minimize such an environmental effect, groundwater management
should be considered in this area. In this study, a new integrated numerical model that integrates a three-dimensional numerical
groundwater flow model coupled with a one-dimensional soil consolidation model and a groundwater optimization model was developed
to simulate groundwater movement, to predict ground settlement and to search for optimal safe yield of groundwater without
violating physical, environmental and socio-economic constraints. It is found that groundwater levels in the aquifers greatly
vary from season to season in response to the varying climatic and pumping conditions. Consequently, land subsidence has occurred
rapidly throughout the area with the Shiroishi plain being the most prone. The predicted optimal safe yield of the pumping
amount is about 5 million m3. The study also suggests that pumping with this optimal amount will minimize the rate of land subsidence over the entire
area.
An erratum to this article can be found at 相似文献
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F. Molenkamp 《国际地质力学数值与分析法杂志》1991,15(3):169-180
To increase the insight into the phenomenon of liquefaction a theoretical study has been performed of material instability for undrained behaviour. Material instability concerns the instability of an equilibrium state of an infinite homogeneous solid for both uniform deformation and shear-band generation. In a companion paper shear-band generation has been considered. In this paper the case of uniform deformation is elaborated and combined with the previous results. It can be concluded that instability occurs sooner for increasing contraction and decreasing drainage. For zero plastic volume change and decreasing drainage the mode of instability changes from drained shear-band generation to undrained uniform deformation. For contractant materials the instability of undrained behaviour is mainly due to uniform deformation. 相似文献