黄河三角洲饱和粉土液化特性及孔压模型试验研究     

刘红军  王小花  贾永刚  乔社  张洪岗 《岩土力学》2005,26(Z2):83-87

以黄河三角洲地区可液化场地粉土为研究对象,利用室内循环三轴试验结果,分析了动荷载作用下粉土的液化特性,通过模拟地震荷载作用下粉土的孔压响应,提出了原状粉土的孔压上升模型,并与粉质粘土和粉砂的液化特性和孔压模型进行了对比,并得出一些结论。  相似文献   

黄河口埕岛海域粉土波致孔压现场监测     

杜星  孙永福  宋玉鹏  赵晓龙  周其坤 《海洋学报》2019,41(7):116-122

波浪会对海床产生反复的作用力，由此引起的土体颗粒间孔隙水压力变化是造成土体液化的主要原因。使用自行研发的孔压监测设备，对黄河口埕岛海域易液化区海底孔压进行了长时间、高精度的观测，并对孔隙水压力、波高以及潮位间的关系进行分析。监测结果显示，本次监测条件下波浪最大作用深度介于0.5～1.5 m之间，超过该作用深度后孔压无明显变化。土体内部孔隙水压力的变化主要由潮位和波高决定，潮位的作用可使孔压缓慢平滑的变化且对超孔压无影响；波高的作用可使孔压快速、剧烈地振荡并导致超孔压的出现。  相似文献   

湄洲湾峰尾围垦工程施工期间海水悬浮泥沙输移扩散的数值模拟   总被引：1，自引：0，他引：1  

郭晓峰  王翠  陈楚汉  汤军健 《台湾海峡》2014,(1):125-132

围填海工程施工过程导致海域悬浮物迅速增加,影响周围海洋生态系统,研究围填海工程悬浮泥沙的输移扩散规律对于区域生态环境质量及工程建设的综合生态影响评价具有重要的参考意义．针对湄洲湾峰尾围垦工程施工期悬浮泥沙可能造成的生态影响,对爆破挤淤（5．17t／s）和抛石挤淤（1．39kg／s）的悬沙源强进行了分析计算．在工程海区平面二维潮流场数学模型的基础上,采用二维对流扩散数学模型对施工范围内的模型网格点（40m×40m）进行了逐点计算,数值模拟结果表明,悬浮泥沙扩散范围和形态主要受潮流控制,工程施工联合影响下悬沙质量浓度大于10mg／dm3的全潮最大影响包络面积为5．848km2,施工9h后悬沙影响基本消失,为工程施工期环境管理提供了参考依据．施工悬浮泥沙的扩散整体表现为总悬沙质量浓度在离工程区较近的范围内较大,而距离越远质量浓度越接近自然状态的本底含沙量．施工悬浮泥沙对浮游生物、游泳生物和底栖生物等均会产生一定的影响,但随着施工结束而消失,不会对海洋生态产生长期的不利影响．  相似文献   

碎石桩加固饱和粉土地基的抗液化特性     

黄春霞  隋志龙  陈国兴 《地震学刊》2011,(1):107-110

除饱和砂土液化外,饱和粉土地震液化问题也是岩土地震工程中一个重要的研究课题。饱和粉土地基的地震液化及变形可以采用多种地基加固方法防治,碎石桩技术是常用方法之一。碎石桩复合地基的抗液化效应,主要是增加桩周土体的密度、利于桩体的排水以及由桩体分担地震水平剪应力（桩体减震作用）。但由于粉土的土质特性,粉土-碎石桩复合地基的抗液化特性与砂土有着明显的差异。本文结合目前国内外碎石桩复合地基抗液化研究的最新进展,对粉土-碎石桩的密实、排水减压和减震作用做了较详细的评述,最后提出了关于碎石柱复合地基抗液化特性需要进一步研究的问题。  相似文献   

水沙过程变异下洞庭湖系统功能的连锁响应     

欧朝敏  李景保  余果  杨燕  邓楚雄  张磊 《地理科学》2011,(6):654-660

从作用于洞庭湖系统功能的水沙过程人手,探讨水沙过程变异下湖泊系统功能的连锁响应认为:①洞庭湖是一个由其形态系统功能、生态系统功能和服务系统功能共同维系的巨系统;②水沙条件变化导致湖盆结构变形、湖面湖容缩小、生物多样性不稳定、航运里程缩短、水环境净化能力减弱、东方田鼠与钉螺极度膨胀、鱼类捕捞产量和水资源量减少等响应现象;...  相似文献   

Characteristics of dynamic strain and strength of frozen silt under long-term dynamic loading     

ShuPing Zhao  Wei M  GuiDe Jiao  XiaoXiao Chang 《寒旱区科学》2011,3(6):0478-0484

The dynamic strain and strength of frozen silt under long-term dynamic loading are studied based on creep tests. Three groups of tests are performed (Groups I, II, and III). The initial deviator stresses of Groups I and II are same and the dynamic stress amplitude of Group II is twice as that of Group I. The minimum value of dynamic stress in Group III is near zero and its dynamic stress amplitude is larger than those of Groups I and II. In tests of all three groups there are similar change trends of accumulative strain, but with different values. The accumulative strain curves consist of three stages, namely, the initial stage, the steady stage, and the gradual flow stage. In the tests of Groups I and II, during the initial stage with vibration times less than 50 loops the strain amplitude decreased with the increase of vibration times and then basically remained constant, fluctuating in a very small range. For the tests of Group III, during the initial and steady stages the strain amplitude decreased with the increase of vibration times, and then increased rapidly in the gradual flow stage. The dynamic strength of frozen silt decreases and trends to terminal dynamic strength as the vibration times of loading increase.  相似文献   

压力对淤泥中C-N-S-Fe-H2O体系的影响     

彭子琪  马腾  刘妍君  陈娟  邱文凯  刘锐 《地学前缘》2021,28(5):79-89

C、N、S、Fe是地下水中控制氧化-还原反应的主要元素,淤泥是黏土的演化初期,淤泥演化为黏土过程中会影响含水层水量水质,可能会造成地下水污染;其中的水岩相互作用可以概化为C-N-S-Fe-H₂O体系的相互作用。淤泥演化过程的实质是淤泥在压力的作用下孔隙度不断变小,逐渐固结成岩;淤泥内部不断发生生物地球化学反应,C-N-S-Fe-H₂O体系驱动各种物质的形态结构不断发生改变,其中加压速率和加压模式会影响淤泥里的C、N、S、Fe重要组分固液相的转化。本研究运用自主研发设计的增压装置,探究在3种加压速率(0.04 MPa/12 h、0.04 MPa/24 h、0.04 MPa/36 h)和加压模式(0.040.02 MPa/12 h、0.04 MPa/12 h、0.040.06 MPa/12 h)的情况下,固体介质中C、N、S、Fe向孔隙水释放的规律。结果表明:(1)匀速加压速率越慢,加压初期溶解性有机碳(DOC)、 {\mathrm{SO}}_4^{2-}释放速率越快, {\mathrm{NO}}_3^{-}和Fe²⁺浓度变化增大;DOC、 {\mathrm{SO}}_4^{2-}、 {\mathrm{NO}}_3^{-}、Fe²⁺释放总量越多。(2)不同的加压模式,加速加压(0.040.06 MPa/12 h)下 {\mathrm{NO}}_3^{-}、Fe²⁺的浓度波动较大;DOC、 {\mathrm{NO}}_3^{-}、 {\mathrm{SO}}_4^{2-}和Fe²⁺的总释放量为加速加压(0.040.06 MPa/12 h)大于匀速加压(0.04 MPa/12 h)。(3)加压过程中,DOC和 {\mathrm{SO}}_4^{2-}呈显著正相关,改变加压速率会改变DOC, {\mathrm{NO}}_3^{-}、 {\mathrm{SO}}_4^{2-}和Fe²⁺的相关性。本研究表明改变加压速率和加压模式会对DOC、 {\mathrm{NO}}_3^{-}、 {\mathrm{SO}}_4^{2-}和Fe²⁺的释放速率、释放总量和C、N、S、Fe的转化造成影响,其本质为氧化-还原反应和水岩相互作用的强弱发生了变化;本研究为地质演化过程中压力导致的主要元素变化提供了新的认识,认识到了隔水层会影响含水层的水质和水量,为原生劣质地下水的成因和地下水污染防治提供了新思路。  相似文献   

Sedimentary processes controlling ultralong cells of littoral transport: Placer formation and termination of the Orange sand highway in southern Angola     

《Sedimentology》2018,65(2):431-460

This study focuses on the causes, modalities and obstacles of sediment transfer in the longest cell of littoral sand drift documented on Earth so far. Sand derived from the Orange River is dragged by swell waves and persistent southerly winds to accumulate in four successive dunefields in coastal Namibia to Angola. All four dunefields are terminated by river valleys, where aeolian sand is flushed back to the ocean; and yet sediment transport continues at sea, tracing an 1800 km long submarine sand highway. Sand drift would extend northward to beyond the Congo if the shelf did not become progressively narrower in southern Angola, where drifting sand is funnelled towards oceanic depths via canyon heads connected to river mouths. Garnet–magnetite placers are widespread along this coastal stretch, indicating systematic loss of the low‐density feldspatho‐quartzose fraction to the deep ocean. More than half of Moçamedes Desert sand is derived from the Orange River, and the rest in similar proportions from the Cunene River and from the Swakop and other rivers draining the Damara Orogen in Namibia. The Orange fingerprint, characterized by basaltic rock fragments, clinopyroxene grains and bimodal zircon‐age spectra with peaks at ca 0·5 Ga and ca 1·0 Ga, is lost abruptly at Namibe, and beach sands further north have abundant feldspar, amphibole‐epidote suites and unimodal zircon‐age spectra with a peak at ca 2·0 Ga, documenting local provenance from Palaeoproterozoic basement. Along with this oblique‐rifted continental margin, beach placers are dominated by Fe–Ti–Cr oxides with more monazite than garnet and thus have a geochemical signature sharply different from beach placers found all the way along the Orange littoral cell. High‐resolution mineralogical studies allow us to trace sediment dispersal over distances of thousands of kilometres, providing essential information for the correct reconstruction of ‘source to sink’ relationships in hydrocarbon exploration and to predict the long‐term impact of man‐made infrastructures on coastal sediment budgets.  相似文献   

Postcyclic behavior of low-plasticity silt with limited excess pore pressures     

《Soil Dynamics and Earthquake Engineering》2013

This paper investigates the postcyclic behavior of low-plasticity silt with excess pore pressure ratio (R_u) less than 1. The testing specimens were prepared from Mississippi River Valley (MRV) silt. Full and no reconsolidation were allowed after specimens were subjected to various excess pore pressure ratios due to cyclic loading in a cyclic triaxial cell, and then monotonic shear tests were conducted. The effect of the R_u on shear strength and stiffness at small and large deformation was investigated. It was found that a R_u greater than 0.70 is a prerequisite of large increase in volumetric strain and undrained shear strength for specimens with full reconsolidation. In contrast, a significant decrease in yield shear strength and initial stiffness was noted for specimens without reconsolidation. In comparison to published data for sands, the silt experienced significant volumetric strain due to reconsolidation at lower R_u, indicating that the specimen fabric was modified or strained at lower R_u.  相似文献   

A grid-based collaborative virtual geographic environment for the planning of silt dam systems     

Lin Hui  Gong Jianhua  Xu Bingli  Qi Hua 《International journal of geographical information science》2013,27(4):607-621

To improve the efficiency of planning and designing silt dam systems, this article employs theories and technologies of collaboration and distributed virtual geographic environments (VGEs) to construct a collaborative virtual geographic environment (CVGE) system. The CVGE system provides geographically distributed users with a shared virtual space and a collaborative platform to implement collaborative planning. Many difficulties have been found in integrating data resources and model procedures for the planning of silt dam systems because of their diversity in heterogeneous environments. Unlike most of the current distributed system applications, the proposed CVGE system not only supports multi-platform and multi-program-language interoperability in the dynamically changing network environment, but also shares programs, data and software in the collaborative environment. Based on creating a shared 3D space by virtual reality technology, agent and grid technologies were tightly coupled to develop the CVGE system. A grid-based multi-agent system service framework was designed to implement this new paradigm for the CVGE system, which efficiently integrates and shares geographically distributed resources as well as having the ability to build modelling procedures on different platforms. At the same time, mobile agent computing services were implemented to reduce the network load, process parallel tasks, enhance communication efficiency and adapt dynamically to the changing network environment. Using Java, JMF (Java Media Framework API), Globus Toolkits (GT) core, Voyager, C++, and the OpenGL development package, a prototype system was developed to support silt dam systems planning in the case study area, the Jiu-Yuan-Gou watershed of the Loess Plateau, China. Compared with the traditional workflow, the CVGE system can reduce the workload by between one third and a half.  相似文献