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1.
《海洋地质与第四纪地质》2017,(5)
天然气水合物上覆层不排水抗剪强度是水合物试采过程中导管喷射设计、地层沉降和井壁稳定性分析的关键参数。孔压静力触探(CPTU)为地层强度参数纵向分布规律研究提供了有效途径。本文基于南海北部神狐海域W18/19站位水合物上覆层的CPTU测试结果和室内实验数据,建立了该区经验锥头系数的确定方法,并基于确定的经验锥头系数求解上覆层不排水抗剪强度。结果表明:W18/19站位水合物上覆层由上至下为强度逐渐增大的钙质黏土,基于总锥尖阻力、有效锥尖阻力、超孔隙压力求解钙质黏土不排水抗剪强度的经验锥头系数分别为13.8、4.2、14.4。水合物上覆层不排水抗剪强度随着深度的增加逐渐增大。基于CPTU建立的不排水抗剪强度计算方法能反映钙质黏土不排水抗剪强度的纵向分布规律。 相似文献
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不排水抗剪强度是黏性土的重要力学指标,在边坡稳定性分析、地基和桩基承载力的计算中都有广泛的应用。在国内海洋勘察工程中,通常软黏土不排水抗剪强度的确定方法有不固结不排水三轴压缩试验、手动十字板试验、电动十字板试验和无侧限压缩试验等。中国南海北部陆陂深水海域,海底浅层沉积物多为饱和软土,这种软土土质比较均一,具有高含水量、高液限和塑性指数、容重小、抗剪强度低等特点,从而使这种沉积物与常规意义上的饱和软土特性相比可能存在差异,利用落锥试验方法确定其黏性土不排水抗剪强度,具有很强的适用性。本文介绍了落锥试验的试验方法和试验关键技术点,通过该深水海域两个孔位的部分土质资料对比,说明落锥试验确定的黏性土不排水抗剪强度与海上工程设计、分析中使用的不排水抗剪强度具有很好的相关关系。 相似文献
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水合物储层上覆地层水平渗透系数是水合物试采工程设计的关键参数之一。以我国南海北部神狐海域W18/19区块水合物上覆钙质黏土层孔压静力触探数据为依托,在剖析基于位错理论的地层水平渗透系数预测模型基本原理的基础上,进行W18/19区块水合物层上覆钙质黏土层水平渗透系数纵向分布规律预测。结果表明,Elsworth方法不适用于W18/19区块水合物层上覆钙质黏土层水平渗透系数评价;W18/19区块水合物层上覆钙质黏土层水平渗透系数为0.1×10-8～4×10-8 m/s,且随着深度的增大而减小;30mbsf以浅地层预测结果受扰动较大,30mbsf以深地层的水平渗透率系数为0.1×10-8～0.6×10-8 m/s,且不同模型预测结果间的差异较小;孔压扩散模型和初始孔压分布函数的差异是导致不同模型预测结果差异的根本因素。 相似文献
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神狐海域是我国天然气水合物勘探试采的重点区域,在甲烷渗漏过程中会形成黄铁矿和蓝铁矿等具有指示意义的矿物,这些矿物和Fe、P、S等元素密切相关,通过Fe-P-S等元素地球化学特征来研究该区域的甲烷渗漏对进一步了解南海水合物的成藏状况有重要意义.本研究选取南海北部神狐海域Site 2A柱状沉积物为研究对象,通过对其主微量元... 相似文献
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天然气水合物作为一种新型的清洁能源,其形成需要稳定的有机质供应。南海北部神狐海域为天然气水合物成藏的有利区域,2017年中国地质调查局在神狐海域水合物试采获得突破性成功。为了进一步了解古环境和古生产率对形成水合物有机质供应的影响,对南海北部神狐海域水合物钻探区SH3站位180～215mbsf(meters below the sea floor)层位,尤其是水合物主要赋存层位190～200mbsf的古环境、古生产率以及陆源碎屑物质的地球化学指标进行分析研究。研究表明水合物主要赋存层位陆源碎屑物质(TDM)输入增加,较高的陆源碎屑物质输入和次氧化的沉积环境共同造就了比较好的有机质的外部保存条件;同时较强的水动力条件,有利于藻类生物的繁殖,因此,生物成因有机质比较丰富,再加上神狐海域有比较良好的热解气的形成条件,这3个层面共同保证了神狐海域具有比较充足的有机质供应。 相似文献
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南海神狐海域天然气水合物样品的基本特征 总被引：1，自引：0，他引：1
我国于2007年在南海神狐海域成功地钻获了天然气水合物样品。为了深入了解这些样品的结构、气体组成及饱和度等基本特征,在实验室内采用不同的技术手段对其进行了系列的分析测试研究,主要包括水合物结构鉴定、气体组分分析、含气量及饱和度计算等。结果表明,南海神狐海域水合物是典型的I型结构,主要组成气体是甲烷,占99.3%以上;甲烷分子在大笼的占有率99%以上,在小笼中86%左右,水合指数5.99。沉积物中水合物的饱和度为21%左右,低于野外观测的数值,主要是由于沉积物岩心样品中存在部分自由水,使测定结果偏低。 相似文献
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南海北部陆坡区具备天然气水合物形成聚集的地质条件,神狐海域的海底沉积层温度和压力条件符合水合物成藏的要求;源岩生烃潜力巨大且烃类运移条件良好,可以为水合物成藏提供充足的气源和通畅的运移通道。然而,钻探结果揭示了神狐海域天然气水合物在相似地质背景地区聚集分布的差异性,其机理及控制因素并不清楚。基于研究区8口钻探井的成藏地质条件,综合对比分析了成功获取及未获取水合物站位处的地震、测井、钻井、地球化学等数据,并以此探究南海北部神狐地区天然气水合物分布不均匀性的控制和影响因素。 相似文献
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底辟、高角度的断裂、滑塌等构造在南海神狐海域广泛发育,它们为天然气水合物的形成提供了良好的流体运移通道。为了提高试采区内天然气水合物地震数据的成像精度,尤其是断层及断裂结构的成像精度,开展了一套专门针对天然气水合物的精细速度模型构建方法,初始速度模型建立以CVI约束速度反演为基础,通过时间偏移域内剩余速度分析与拾取方法进行初始速度模型优化,采用基于层速度的弯曲射线叠前时间偏移来提高信噪比,在初始速度模型优化的基础之上,以剩余曲率法为基础的层析速度反演来完成深度域层速度的迭代与更新,最后通过叠前深度偏移实现试采区天然气水合物精细地震成像。通过对南海神狐海域试采区的实际应用结果表明:BSR的连续性更好;波组特征更加明显,同相轴连续性增强,利于解释人员进行层序划分;复杂构造成像清晰,有明显的强反射特征,底辟构造成像清晰;浅层小断层更加清楚,层间反射清晰,大断面归位合理,细节更清楚;能为新的成藏模式及现场钻井风险提示提供必要的数据依据。 相似文献
10.
未胶结钙质砂静力和循环强度的单剪试验研究 总被引：1，自引：1，他引：0
通过等体积的单调和循环单剪试验研究南海未胶结钙质砂的静、动力反应,讨论应力水平和相对密实度对钙质砂静、动力强度的影响,并与典型的石英砂性质进行比较。在单调单剪试验中,中密和密实钙质砂在100～400 k Pa范围的初始竖向应力下都表现出应变硬化的性质,有效内摩擦角随剪应变增大。在循环单剪试验中,钙质砂的反应与相对密实度和初始竖向应力密切相关,但中密和密实钙质砂中的等效孔压都能达到初始竖向应力的85%～90%,此时剪应变突增,试样发生破坏。与相近密实度的石英砂相比,钙质砂抵抗液化的能力更强。提出了南海钙质砂动强度的归一化表达式,建立了不排水静强度、不排水动强度和循环次数之间的关系。 相似文献
11.
The use of the piezocone penetration test (CPTU) in a geotechnical site investigation offers direct field measurement on stratigraphy and soil behavior. Compared with some traditional investigation methods, such as drilling, sampling and field inspecting method or laboratory test procedures, CPTU can greatly accelerate the field work and hereby reduce corresponding operation cost. The undrained shear strength is a key parameter in estimation of the stability of natural slopes and deformation of embankments in soft clays. This paper provides the measurements of in situ CPTU, field vane testing and laboratory undrained triaxial testing of Lianyungang marine clay in Jiangsu province of China. Based on the literature review of previous interpretation methods, this paper presents a comparison of field vane testing measurements to CPTU interpretation results. The undrained shear strength values from both the field vane tests and cone penetration resistances are lowest at the mid-depths of the marine clay layers, and the excess pore water pressures are highest at the mid-depths of the marine clay layers, indicating that the marine clay layer is underconsolidated. 相似文献
12.
This paper proposes a modified-theoretical approach to interpreting the undrained shear strength from piezocone tests in clays. Assuming the shear and normal stresses on the cone face to be the friction at the cone–soil interface and the ultimate expansion pressure, respectively, an expression of the tip resistance is first derived at force equilibrium. The undrained shear strength is then determined by combining the derived expression of tip resistance with the formulation for pore pressure at the cone shoulder position. Many factors, such as the penetration rate and the cone roughness, are considered in this model. Different shaped model penetrometers, including cone- and ball-shaped ones, are adopted in centrifuge tests to investigate the validity of the proposed method. The undrained shear strength estimated from the piezocone test is found to agree well with that from ball penetrometer test. Case studies are also presented to show the application of the proposed method. Comparisons between the predicted and measured values of undrained shear strength indicate that the proposed approach is generally applicable for nonfissured clays, especially intact clays. 相似文献
13.
Zhongnian Yang Xuesen Liu Lei Guo Yuxue Cui Xiuting Su Chao Jia Xianzhang Ling 《海洋学报(英文版)》2022,41(5):136-146
The Huanghe River（Yellow River） Delta has a wide distribution of fine-grained soils. Fluvial alluviation, erosion,and wave loads affect the shoal area, resulting complex physical and mechanical properties to sensitive fine-grained soil located at the river-sea boundary. The cone penetration test（CPT） is a convenient and effective in situ testing method which can accurately identify various soil parameters. Studies on undrained shear strength only roughly determine the fine content（FC） without ma... 相似文献
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Guo-Jun Cai Song-Yu Liu Li-yuan Tong Guang-Yin Du 《Marine Georesources & Geotechnology》2013,31(2):91-104
As indicated by the profile of overconsolidation ratio (OCR), the stress history of a soil deposit is one of the dominant factors that influence the engineering behavior of soils. A commonly used method to obtain the parameter is the laboratory oedometer test, which is of low accuracy and time consuming because of inevitable sample disturbance. These difficulties can be overcome by in situ pizeocone penetration test, which provides continuous measurement of cone resistance, sleeve friction, and pore water pressure induced during the penetration. Though many methods have been proposed to estimate the preconsolidation pressure and overconsolidation ratio of clay deposits, their validity still needs to be proved. In this study, existing empirical methods for interpreting stress history of clays through piezocone tests are briefly reviewed. It is shown that regional correlations are valid. Piezocone tests utilizing a Vertek-Hogentogler CPTU truck that have been completed at different sites in the Jiangsu province of China. Existing correlations are compared with these field test data. It is shown that the correlation based on normalized net tip resistance is pretty accurate for determining the overconsolidation ratio of Quaternary clay deposits. 相似文献
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Asuri Sridharan Ahmed El-Shafei Norihiko Miura 《Marine Georesources & Geotechnology》2013,31(1):21-50
The soft clay of Ariake Bay, in western Kyushu, Japan covers several hundred square kilometers. Ariake clay consists of the principal clay minerals namely smectite, illite, kaolinite and vermiculite, and other minerals in lesser quantity. The percentage of the principal clay mineral can vary significantly. The percent clay size fraction and the salt concentration can also vary significantly. In view of the importance of undrained shear strength in geotechnical engineering practice, its behavior has been studied with respect to variation in salt concentration. Basically two mechanisms control the undrained strength in clays, namely (a) cohesion or undrained strength is due to the net interparticle attractive forces, or (b) cohesion is due to the viscous nature of the double layer water. Concept (a) operates primarily for kaolinitic soil, and concept (b) dominates primarily for montmorillonitic soils. In Ariake clay, different clay minerals with different exchangeable cations and varying ion concentration in the pore water and varying nonclay size fraction are present. In view of this while both concepts (a) and (b) can coexist and operate simultaneously, one of the mechanisms dominates. For Isahaya clay, concept (a), factors responsible for an increase in level of flocculation and attractive forces result in higher undrained strength. Increase in salt concentration increases the remolded undrained strength at any moisture content. For Kubota and Kawazoe clays, concept (b) factors responsible for an expansion of diffuse double layer thickness, resulting in higher viscous resistance, increase the undrained shear strength, that is, as concentration decreases, the undrained strength increases at any moisture content. The liquid limit of Isahaya clay increases with increase in ion concentration and a marginal decrease is seen for both Kubota and Kawazoe clays, and their behavior has been explained satisfactorily. 相似文献
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The axial friction response of subsea pipelines in soft clays is a very important aspect for designers of subsea pipelines but the response is not well understood so far. There is a pressing need for the comprehension of the response. In this paper, model tests are performed using full-scale pipes coated with polyethylene (PE) to study the effects of the set-up period, the pipe diameter, the buried depth of the pipe, the shear strength of soft clays and the loading rate on the axial friction response of pipelines in soft clays. The variations of the axial friction coefficient are analyzed using the effective stress method based on model test results. The results show that the axial friction resistance increases with the increasing pipe diameter but the effect of the pipe diameter on the axial friction coefficient can be neglected. The ultimate axial resistance also increases with the increase of the buried depth of pipelines, the undrained shear strength of soft clays and the loading rate. The axial friction coefficient increases with the increasing loading rate. However, the axial friction coefficient decreases with the increasing buried depth. The method to determine the axial friction coefficient is developed by analyzing model test results, which considers the effects of the diameter, the buried depth, the undrained shear strength of soft clays and the loading rate. The study results not only extend the industry data base but also supply a basis to determine the axial friction coefficient of PE-coated pipes in soft clays for ocean engineering geological investigations. 相似文献
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The results of five centrifuge tests of a stiff circular model platform on overconsolidated undisturbed Drammen clay are reported from Manchester University together with predictions computed at the Norwegian Geotechnical Institute. Towards failure the models developed high shear strain and softening local to the base, accompanied by a permanent settlement or shakedown. A total stress transfer from edge to centre caused a rapid increase of excess pore pressure under the centre, having a high vertical gradient. These features, and failure values which decreased with increase in eccentricity of loading, conformed with previous observations on reconstituted clays. Comparison of observations with predictions highlights the sensitivity of the analytical method to the fineness of the finite element mesh just below the base. The predictions also indicated a sensitivity of the failure load to the degree of overconsolidation associated with a given undrained shear strength. The elastic type analysis did not predict the degree of shakedown which was associated with plastic displacement of clay from just under the base. 相似文献
18.
Havvanur Kılıç Saadet Arzu Berilgen Perihan Biçer Mustafa Yildirim 《Marine Georesources & Geotechnology》2013,31(4):303-323
Istanbul, the largest city in Turkey and one of the major metropolitan areas in the world, cleaned one of its environmentally polluted areas—Golden Horn—by dredging 5 million m3 of the bottom sediments and pumping the resulting sludge to a storage area behind a dam built at an abandoned rock quarry site in Alibey district. The reclamation of the land that formed over the storage area of Golden Horn dredged material is socially and economically very desirable. In this paper, results from experimental studies that are focused on determining the shear strength behavior of the dredge material and undisturbed soil are presented. Slurry consolidometer test, large model tests and small model tests are used to consolidate the dredged soil samples from Halic to simulate the natural consolidation behavior of these soils. Shear strength parameters are determined by laboratory vane tests; unconfined compression tests; undrained-unconsolidated (UU) and consolidated-undrained (CU) triaxial tests on samples that are obtained through in situ undisturbed samples and laboratory model tank and slurry consolidation. Moreover, the effects of fly ash and lime additives on the undrained shear strength were determined by mixing the materials with the dredged clay from Golden Horn during the model experiments conducted in the laboratory. Based on these findings, equations are proposed that govern the relationships between undrained shear strength and water content value. 相似文献
19.
For decades, various well-known empirical correlations have been established and commonly used to estimate the undrained shear strength of normally consolidated clays in geotechnical practice. However, there are still many contradictory cases regarding the validity of these correlations, so their applicability and reliability are questionable. In this study, an extensive geotechnical database for normally consolidated clays has been compiled. Next, a Bayesian nonparametric method is exploited to identify the most critical soil index properties in inferring the undrained shear strength and a new predictive model is proposed. Finally, the performance of the proposed predictive model is assessed and compared with two well-known correlations using an independent testing database. It confirms that the proposed model not only possesses high predictability, but also provides superior performance over other existing empirical correlations. 相似文献
20.
Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-shear wave velocity relationship was correlated to empirically determined parameters of selected marine clay specimens. To verify the proposed relationship between undrained shear strength and shear wave velocity, in situ flat dilatometer tests were used for determining the undrained shear strength, and downhole tests were used to assess the shear wave velocity on a natural soil deposit at various depths. The undrained shear strength estimated from the in situ shear wave velocities was compared to the undrained shear strength obtained in the field. The results show that the inferred undrained shear strength yield similar values and follow the same trends as the in situ undrained shear strength data. This method using shear wave velocity can help to nondestructively estimate the undrained shear strength of soft soils in the field and be used in both on-shore and off-shore geotechnical engineering projects. 相似文献