Elastic behavior of weakly cemented contact          下载免费PDF全文

V. Langlois 《国际地质力学数值与分析法杂志》2015,39(8):854-860

We investigate the elastic behavior of weakly cemented contact. We show that the radial distribution of stresses and the stiffnesses of a cemented contact are governed by the ratio a/RΛ, where R, a, and Λ are, respectively, the grain radius, the contact size, and the ratio of the elastic moduli of cement and grains. Moreover, we show that a cemented contact is always less stiff than a Hertzian contact having a similar size. Finally, we propose accurate approximate expressions of the contact stiffnesses. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Chemo‐mechanics of cemented granular solids subjected to precipitation and dissolution of mineral species          下载免费PDF全文

Giuseppe Buscarnera  Arghya Das 《国际地质力学数值与分析法杂志》2016,40(9):1295-1320

This paper studies the chemo‐mechanics of cemented granular solids in the context of continuum thermodynamics for fluid‐saturated porous media. For this purpose, an existing constitutive model formulated in the frame of the Breakage Mechanics theory is augmented to cope with reactive processes. Chemical state variables accounting for the reactions between the solid constituents and the solutes in the pore fluid are introduced to enrich the interactions among the microstructural units simulated by the model (i.e., grains and cement bonds). Two different reactive processes are studied (i.e., grain dissolution and cement precipitation), using the chemical variables to describe the progression of the reactions and track changes in the size of grains and bonds. Finally, a homogenization strategy is used to derive the energy potentials of the solid mixture, adopting probability density functions that depend on both mechanical and chemical indices. It is shown that the connection between the statistics of the micro‐scale attributes and the continuum properties of the solid enables the mathematical capture of numerous mechanical effects of lithification and chemical deterioration, such as changes in stiffness, expansion/contraction of the elastic domain, and development of inelastic strains during reaction. In particular, the model offers an interpretation of the plastic strains generated by aggressive environments, which are here interpreted as an outcome of chemically driven debonding and comminution. As a result, the model explains widely observed macroscopic signatures of geomaterial degradation by reconciling the energetics of the deformation/reaction processes with the evolving geometry of the microstructural attributes. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

A numerical study of mechanical behavior of a cement paste under mechanical loading and chemical leaching          下载免费PDF全文

Y. Jia  H.B. Bian  S.Y. Xie  N. Burlion  J.F. Shao 《国际地质力学数值与分析法杂志》2017,41(18):1848-1869

Based on relevant experimental data of a petroleum cement paste under mechanical loading and chemical leaching, an elastic‐plastic model is first proposed by taking into account plastic shearing and pore collapse. The degradation of mechanical properties induced by the chemical leaching is characterized by a chemical damage variable which is defined as the increase of porosity. Both elastic and plastic properties of the cement paste are affected by the chemical damage. The proposed model is calibrated from and applied to describe mechanical responses in triaxial compression tests respectively on sound and fully leached samples. In the second part, a phenomenological chemical model is defined to establish the relationship between porosity change and calcium dissolution process. The dissolution kinetics is governed by a diffusion law taking into account the variation of diffusion coefficient with calcium concentration. The chemical model is coupled with the mechanical model, and both are applied to describe mechanical response of cement paste samples subjected to progressive chemical leaching and compressive stresses. Comparisons between experimental data and numerical results are presented.  相似文献   

Dynamic analysis of a cylindrical casing–cement structure in a poroelastic stratum          下载免费PDF全文

Yang Xia  Yan Jin  Mian Chen  Yunhu Lu 《国际地质力学数值与分析法杂志》2017,41(12):1362-1389

The transient response of a cylindrical casing–cement structure in a poroelastic stratum under dynamic radial tractions is one of the significant issues during the analysis of downhole operations and the selection of safe material. Based on the Biot theory and general elastic mechanics, this paper gives a set of exact solutions for radial displacement, stresses for the casing–cement system and the pore pressure of the infinite surrounding poroelastic stratum in the Laplace transform space. Solutions are presented for three different types of transient radial loadings acting on the surface of casing, i.e., suddenly applied constant load, gradually applied step load and triangular pulse load. Time domain solutions are obtained using a reliable numerical method of inverse Laplace transforms. A detailed parametric study about the transient response is presented both at the casing–cement interface and the cement–stratum interface, and the distributions of the pore pressure and the effective stresses in the stratum are also examined. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

Formation of ‘Beach Rock’ at Siesta Key, Florida and its influence on barrier island development     

Darren Spurgeon  Richard A. Davis  Jr.  Eugene A. Shinnu 《Marine Geology》2003,200(1-4):19-29

Seaward-dipping strata of carbonate-cemented shell debris located along the coast of Siesta Key on the Gulf Coast of the Florida peninsula have long been interpreted to be beachrock equivalent in age to the Pleistocene Anastasia Formation (Stage 5e) of the east coast of Florida. Detailed examination of thin sections along with radiometric dating and isotopic analyses demonstrates clearly that this is a Holocene deposit that is not beachrock but was lithified in a meteoric environment. Whole rock dates, dates from shells only, and from cement only demonstrate that these beach deposits were in place by at least 1800 yr BP and might have been there as long ago as 4300 yr BP. This means that some type of barrier island was in place at that time. Previous investigations have depicted Siesta Key as having a maximum age of 3000 yr with these deposits being located about 2 km landward of the beach deposits. This suggests that the beach deposits might have been the site of the original position of Siesta Key. These data also indicate that sea level must have been near its present position at the time that these foreshore beach deposits were deposited; sometime between 1800 and 4300 yr ago. This scenario indicates that sea level along this coastal reach probably reached its present level at least about 2000 yr ago.  相似文献   

深层搅拌法在超软弱港口地基上的工程应用     

曹永琅  毛元平  丛建 《海岸工程》2003,22(1):8-13

某港口堆场地基上部5．0m系吹填而成，地表下18m范围均属软土，经真空预压初级加固后地基承载力仅在80—90kPa，局部区域上部淤泥土层土性指标较差，含水量大于50％，地基承载力不足60kPa。为了使地基达到230kPa的承载要求，设计采用深层搅拌法加固超软弱地基。通过现场成桩工艺试验和检测表明，桩身水泥土强度在90d龄期时大于1．80MPa，单桩承载力标准值大于150kN，以φ600桩径、桩长13．5m、置换率为0．308和φ500桩径、桩长13．5m、置换率为0．267两种方案布置的复合地基承载力标准值均超过了230kPa的设计要求。试验结果表明，深层搅拌法在港口超软弱地基土应用只要施工工艺适当，完全可以使地基承载力提高2—3．5倍以土，从而节省大量的工程投资。  相似文献   

新疆乌苏市巴音沟煤层气勘探井护壁堵漏技术     

陈磊  赵廷忠  夏荣  尼亮亮 《探矿工程》2018,45(5):50-54

在煤层气勘探井固体岩心钻探施工过程中,遇岩层构造发育、地下水系发达的施工条件,钻进中往往发生钻井多层漏失、护壁困难的情况。因煤层气勘探井对录井工作的特殊要求,护壁堵漏工作的成功与否成为钻探施工的关键。在进行钻井护壁堵漏处理时,因技术方法不得当或未采取正确的计算经常导致护壁堵漏失败,甚至引发重大的钻探事故。通过对工区施工的经验总结,提出了切实可行的护壁堵漏技术措施,为类似地层钻井勘探施工提供借鉴。  相似文献   

红河油田低压易漏地层水平段固井技术          下载免费PDF全文

闫吉曾 《探矿工程》2018,45(5):40-45

为提高红河油田水平井固井质量,满足后期分段压裂需求,对红河油田水平井固井技术进行了研究。针对红河油田水平段固井技术难点,通过室内和现场试验,优选出了GSJ水泥浆体系,基于实测地层压力与地层破裂压力,进行平衡压力固井设计确定了环空浆体结构,为提高顶替效率,优化了扶正器类型与加放位置,专业软件模拟表明套管居中度＞73%,良好的井眼准备和套管漂浮措施确保了管柱的顺利下入;加长胶塞、树脂滚轮刚性旋流扶正器和关井阀等附件的使用,保证了固井质量。现场应用53口水平井,水泥浆全部返至地面,CBL测井结果表明,固井优良率达81.13%。该固井技术成功应用于红河油田水平井中,保证了固井质量,满足了后期分段压裂的需要。  相似文献   

天然气水合物地层相变微胶囊固井水泥浆研究     

吴祖锐  郑明明  颜诗纯  周珂锐  张亚伟 《地质论评》2023,69(Z1):500-502

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水泥聚苯模壳格构式混凝土墙体抗震性能的芯孔尺寸影响试验研究     

李小军  曹鑫雨  唐柏赞 《地震研究》2022,45(1):1-7

为研究芯孔尺寸对传统型水泥聚苯模壳(EPSC)格构式混凝土墙体抗震性能的影响,对2个传统型EPSC格构式混凝土墙体原型试件进行低周往复荷载试验,2个试件芯孔直径分别为160 mm和120 mm;对比分析了2个试件的破坏特征和承载力、滞回曲线、骨架曲线、刚度退化等抗震性能。结果表明:芯孔直径大的复合墙体具有更优良的抗震性能;芯孔直径增加,复合墙体的承载力、抗侧刚度和耗能能力均有不同程度的提高。  相似文献