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21.
浅谈测井方法在工程勘察中的应用 总被引:1,自引:0,他引:1
地球物理测井应用于工程勘察中,能够较好地解决用钻探不易解决的问题,如有效判别薄夹层、寻找井旁隐伏断裂破碎带、判断孔内土层稳定性以及测定土层的速度等。其中自然伽马测井曲线在判定含砾粘土夹层及软弱薄粘土夹层等方面具有较高的准确性;声波、井径、自然γ、视电阻率等测井方法可有效查找井旁隐伏断裂破碎带,特别是声波测井曲线异常更为明显;另外跨孔实测剪切波速还可进行地基土加固效果检验。 相似文献
22.
E. Ovando-Shelley 《Geotechnical and Geological Engineering》1995,13(1):1-16
Summary This paper presents results of static and cyclic direct shear tests performed on undisturbed and remoulded samples of Mexico City clays, including results of soil-on-interface tests. Experiments show that the static adhesion coefficient depends on the soils' liquidity index and that it diminishes due to the effect of repeated dynamic loads. Dynamic overstrength effects were not apparent, as has been observed when testing this clay in other apparatus. Interface strength in remoulded clays is initially less than half the strength of interfaces with undisturbed materials but it increases with time. At least in the materials tested in this research, it did not equal the strength of interfaces with undisturbed materials. Correction factors derived from experimental data can be used to modify the adhesion coefficient to account for dynamic and remoulding effects. 相似文献
23.
Neal T. Skipper Peter A. Lock James O. Titiloye Jan Swenson Zakaria A. Mirza W. Spencer Howells Felix Fernandez-Alonso 《Chemical Geology》2006,230(3-4):182-196
The interlayer pores of swelling 2:1 clays provide an ideal 2-dimensional environment in which to study confined fluids. In this paper we discuss our understanding of the structure and dynamics of interlayer fluid species in expanded clays, based primarily on the outcome of recent molecular modelling and neutron scattering studies. Counterion solvation is compared with that measured in bulk solutions, and at a local level the cation-oxygen coordination is found to be remarkably similar in these two environments. However, for the monovalent ions the contribution to the first coordination shell from the clay surfaces increases with counterion radius. This gives rise to inner-sphere (surface) complexes in the case of potassium and caesium. In this context, the location of the negative clay surface charge (i.e. arising from octahedral or tetrahedral substitution) is also found to be of major importance. Divalent cations, such as calcium, eagerly solvate to form outer-sphere complexes. These complexes are able to pin adjacent clay layers together, and thereby prevent colloidal swelling. Confined water molecules form hydrogen bonds to each other and to the clays' surfaces. In this way their local environment relaxes to close to the bulk water structure within two molecular layers of the clay surface. Finally, we discuss the way in which the simple organic molecules methane, methanol and ethylene glycol behave in the interlayer region of hydrated clays. Quasi-elastic neutron scattering of isotopically labelled interlayer CH3OD and (CH2OD)2 in deuterated clay allows us to measure the diffusion of the CH3- and CH2-groups in both clay and liquid environments. We find that in both the one-layer methanol solvates and the two-layer glycol solvates the diffusion of the most mobile organic molecules is close to that in the bulk solution. 相似文献
24.
Risk and uncertainty assessments for waste containment systems employing clay barriers often include spatial variability in
the hydraulic conductivity as part of the analysis. The two-parameter log-normal distribution is often used to describe the
spatial variability, but for compacted clays the three-parameter form can be more appropriate. A statistical hypothesis test
was developed that can be used to determine if the two- or three-parameter form of the log-normal distribution is more appropriate.
The test is based on a likelihood ratio, comparing likelihood functions for the two- and three-parameter forms at their maximums.
Likelihood functions are used assuming that a data set can be segregated into a set of distinct groups of hydraulic conductivities.
A step-by-step calculation procedure is described and the test is applied to data collected from 45 sites. 相似文献
25.
The paper presents a simple constitutive model for normally consolidated clay. A mathematical formulation, using a single tensor-valued function to define the incrementally nonlinear stress–strain relation, is proposed based on the basic concept of hypoplasticity. The structure of the tensor-valued function is determined in the light of the response envelope. Particular attention is paid towards incorporating the critical state and to the capability for capturing undrained behaviour of clayey soils. With five material parameters that can be determined easily from isotropic consolidation and triaxial compression tests, the model is shown to provide good predictions for the response of normally consolidated clay along various stress paths, including drained true triaxial tests and undrained shear tests. 相似文献
26.
为了回收大洋粘土制备白炭黑后残液中的Al3 ,并获得氧化铝超细粉体,实验选用NH3.H2O为沉淀剂,在常温下采用沉淀法使残液中Al3 以氢氧化铝形式沉淀并去除其它杂质离子,然后将得到的沉淀在1200℃灼烧,保温1h。利用IR和XRD测试了产物的物相组成和结构,证实实验可以获得纯度较高的α-Al2O3;而SEM和粒度分析结果显示产物粒度细小,部分颗粒可以达到纳米级;BET结果显示Al2O3的比表面积可达32m2/g。根据氧化铝结构和性能等优选的实验条件为大洋粘土的进一步开发利用提供了参考依据。 相似文献
27.
甘肃灵台黄土-红粘土序列中坡缕石的分布及其古气候意义 总被引:8,自引:0,他引:8
坡缕石是典型的干旱、强蒸发环境的指示矿物,黄土-红粘土序列中坡缕石的分布对古气候和古环境重建具有重要的指示意义。本文对灵台任家坡剖面中黄土、古土壤和红粘土代表性样品进行了场发射扫描电镜和高分辨透射电镜观察,结果发现,在3.6Ma以前沉积的红粘土中存有大量的自生坡缕石,而在3.2Ma以来沉积的红粘土及其上覆黄土古土壤序列没有坡缕石。剖面样品扫描电镜原位观察形貌特征和微观结构显示,坡缕石属于成壤作用自生矿物,系由伊蒙矿物在富镁孔隙液作用下转化形成。灵台剖面中坡缕石消失的层位与红粘土磁化率升高和粉尘通量及沉积速率增加的层位相一致。坡缕石在剖面中的分布指示3.6~3.2Ma前后是东亚季风的重要转型期,东亚古气候格局发生改变,由连续干暖的夏季风占主导向干冷冬季风和暖湿夏季风高频强波动交替环境演化。 相似文献
28.
徐汉斌 《地质灾害与环境保护》2002,13(1):26-28
成都外环路高速公路东半环超过有20km的路段处在成都粘土分布区,针对成都粘土的易滑性,本文提出了全封闭的浆砌片石护坡,土钉墙,非全封闭的锚杆框架护坡,钢纤维混凝土喷锚全封闭护坡,重力式挡土墙等五种方法处理成都粘土路堑边坡工程,施工实践表明,这些方法行之有效,在该类土的边坡防护中值得推广。 相似文献
29.
30.
广西南宁市郊区维罗矿区的球粘土产于新生代第四纪的更新统(Q3),曾由广西第四地质队详查证实为一大型矿床(探明会计师数千万吨),被定为高岭土矿床或耐火粘土矿床,或为其变种。认为其质量好而规模大且便于露天开采。球粘土主要由无序高岭石组成,其矿床成因系由火山岩经风化残积部分热液而成的原生高岭土再受水流冲刷剥蚀长距离搬运磨蚀而沉积于维罗等湖沼中。其中相当一部分高岭石在透射电镜下呈六角片状外形,系自生的胶体化学沉积,属于生物成矿的结果;而整体成因应属于碎屑-胶体混合沉积的球粘土矿床。 相似文献