新型膨大管柱堵漏工具的研究与试制          下载免费PDF全文

张良万  游云武  舒曼  许明标 《探矿工程》2016,43(7):59-61

为了提高钻遇断层、大裂缝、溶洞及流水溶洞情况发生的失返性漏失堵漏的成功率,研制了一种新型膨大管柱堵漏工具。该工具直接送达漏层,使堵漏材料在受限空间内凝固,并在井眼轨迹穿过的通道上建立所需体积和强度的堵塞,从而解决失返性漏失问题。介绍了该堵漏工具的结构组成、选材、制造工艺和使用方法。  相似文献   

Swelling model study of expansive soil at K-0 and triaxial stress stateEI北大核心CSCD     

Liu Qing-bing  Wu Yun-gang  Xiang Wei  Wang Ren 《岩土力学》2016,(10):2795-+

A series of swelling tests is performed on a typical Nanyang expansive soil with medium swelling capacity compacted at various initial densities and water contents. The swelling tests are separately conducted using the conventional oedometer to confine the lateral swelling of the soil specimens, and using the GDS triaxial apparatus to allow the free volumetric swelling. The multiple nonlinear mathematical method is adopted to obtain the lateral swelling model (i.e. K-0 model), which fully considers the coupled effect of initial degree of compaction, moisture content and overburden pressure on the swelling strain. Also, an empirical model for the relationship between spherical stress and volumetric strain is proposed by triaxial swelling test. Based on the K-0 swelling model, a formula is proposed to quantitatively evaluate the swell potential, and also a theoretical calculation method is derived to determine the processing layer thickness of expansive soil slope. Based on the assumption that volumetric swelling strain only changes with spherical stress and is not affected by the deviatoric stress, the correlations between the K-0 model and triaxial model are analyzed, and a method to calculate the volumetric swelling strain by only employing the K-0 model is given. Experimental results show that the proposed K-0 model with multifactor coupling is reasonable to predict the swelling potential of compacted expansive soil. It is found that the key factor to link the K-0 model and triaxial swelling model is assuming an average static lateral pressure coefficient. The average static lateral pressure coefficient tends to decreases with increasing overburden pressure by inversion method. This tendency of average static lateral pressure coefficient is believed to rely on the fact that lateral swelling pressure decreases with the increase of overburden pressure.  相似文献   

Sulphate Attack in Lime-Treated Marine Clay     

G. Rajasekaran  S. Narasimha Rao 《Marine Georesources & Geotechnology》2005,23(1):93-116

The use of lime to improve the properties of soft clays is not new. Recently the deep lime mixing technique has been extended to coastal regions for improving the behavior of weak marine clays. But lime treatment technique should be approached carefully for clay containing a high percentage of sodium sulphate. The presence of sulphate in lime-treated clays may result in high swelling due to the formation of the expansive mineral, ettringite. A limited study of lime-treated marine clays has shown a need to further explore the formation of ettringite and its stability with time. In this article, a laboratory investigation was carried out to examine the influence of sodium and calcium sulphates on the behavior of lime column treated marine clay. Scanning electron microscopy (SEM) was used to identify the formation of various reaction products, including ettringite. Test results indicate that the formation of ettringite in the lime-sodium sulphate-clay system adversely affects the engineering behavior of the marine clay, whereas the addition of calcium sulphate significantly improves the engineering characteristics of the soil.  相似文献   

Modelling chemo‐hydro‐mechanical behaviour of unsaturated clays: a feasibility study     

Z. Liu  N. Boukpeti  X. Li  F. Collin  J.‐P. Radu  T. Hueckel  R. Charlier 《国际地质力学数值与分析法杂志》2005,29(9):919-940

Effective capabilities of combined chemo‐elasto‐plastic and unsaturated soil models to simulate chemo‐hydro‐mechanical (CHM) behaviour of clays are examined in numerical simulations through selected boundary value problems. The objective is to investigate the feasibility of approaching such complex material behaviour numerically by combining two existing models. The chemo‐mechanical effects are described using the concept of chemical softening consisting of reduction of the pre‐consolidation pressure proposed originally by Hueckel (Can. Geotech. J. 1992; 29 :1071–1086; Int. J. Numer. Anal. Methods Geomech. 1997; 21 :43–72). An additional chemical softening mechanism is considered, consisting in a decrease of cohesion with an increase in contaminant concentration. The influence of partial saturation on the constitutive behaviour is modelled following Barcelona basic model (BBM) formulation (Géotech. 1990; 40 (3):405–430; Can. Geotech. J. 1992; 29 :1013–1032). The equilibrium equations combined with the CHM constitutive relations, and the governing equations for flow of fluids and contaminant transport, are solved numerically using finite element. The emphasis is laid on understanding the role that the individual chemical effects such as chemo‐elastic swelling, or chemo‐plastic consolidation, or finally, chemical loss of cohesion have in the overall response of the soil mass. The numerical problems analysed concern the chemical effects in response to wetting of a clay specimen with an organic liquid in rigid wall consolidometer, during biaxial loading up to failure, and in response to fresh water influx during tunnel excavation in swelling clay. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

Factors influencing determination of shale classification indices and their correlation to mechanical properties     

Hisham T. Eid 《Geotechnical and Geological Engineering》2006,24(6):1695-1713

The influence of sample preparation procedure on the measured classification indices such as clay-size fraction, liquid limit, and plastic limit of shales was investigated. Shale samples covering a wide range of composition and plasticity were tested using standard and modified preparation procedures to yield quantitative data required for this investigation. The study specifies the range of shale plasticity in which the measured values of clay-size fraction and liquid limit are sensitive to hydrometer specimen size and rehydration time, respectively. The study also revealed that the degree of shale particle disaggregation has an important influence on the measured clay-size fraction and liquid limit. This influence is maximized for shales with intermediate plasticity and can be interpreted in terms of particle size and shape. Correlations were established between classification indices derived from standard and modified sample preparation procedures. It is recommended to use these correlations to adjust shale classification indices derived from standard sample preparation procedures usually utilized by commercial laboratories. Such correlations help in creating a universally followed procedure for better estimation of shale engineering properties and reliable interpretation of case histories involving shale formations.  相似文献   

Evaluation and Prediction of the Swelling Characteristics of Nigerian Black Clays     

C. M. O. Nwaiwu  I. Nuhu 《Geotechnical and Geological Engineering》2006,24(1):45-56

The swelling characteristics of black clays from two major areas of occurrence in Borno State, Nigeria, were investigated in the laboratory. Clay samples derived from lagoonal clay deposits showed high swelling tendencies while those samples derived from Olivine basalts showed medium to high swelling tendencies. Although interparticle swelling was the dominant swelling mechanism, soil samples with higher clay contents exhibited higher swelling tendencies. The developed predictive models show that the free swell percentage as well as the swelling pressure can be predicted from measured values of electrical conductivity, specific gravity, clay content and plasticity index. On the other hand, swell percent can be predicted from measured values of electrical conductivity and specific gravity only.  相似文献   

膨胀土胀缩性评价中有关问题的研究   总被引：3，自引：0，他引：3  

林玉山  凌泽民 《工程地质学报》1998,6(3):264-268

膨胀土吸水膨胀、失水收缩,产生地表变形,进而导致建筑物破坏。本文就现行膨胀土胀缩性指标试验及地基变形量评价计算中有关问题进行了研究,认为以天然含水量为起始含水量测定土样胀缩率是不合适的,建议以缩限为起点进行膨胀试验,以胀限为起点进行收缩试验,采用加荷膨胀量（而非卸荷膨胀量）参加有荷载下的膨胀率计算。膨胀土地基勘察必须结合场地条件分析可能影响土体含水量变化的因素,对同一工程采用几种方法评价,互相对比、参照。  相似文献   

Rates and patterns of bedrock denudation by coastal salt spray weathering: A seven-year record     

D. N. Mottershead 《地球表面变化过程与地形》1989,14(5):383-398

Rapid surface lowering of bedrock is taking place in the supratidal zone by salt spray weathering. A seven-year run of data demonstrates a mean rate of lowering of 0·625 mm a^?1. Considerable variation exists in annual point lowering values within measurement sites, although between-site variation is not significant. Aggregate year to year variations in surface lowering are not significant. Spatial variation in individual point values may be compensated by temporal variation over an 11-year period. There is a marked summer maximum in surface lowering rate, and this is strongly correlated with monthly air temperature. Spatially and temporally episodic swelling of the rock surface is demonstrated. This does not correlate statistically with any available climatic variable and is deemed to be a real and largely stochastic phenomenon. It is interpreted as rock bursting at the granular scale due to haloclasty. The processes most likely to be responsible for the observed rapid denudation are crystallization and thermal expansion of halite, both of which are enhanced by high summer temperatures.  相似文献   

蒙脱石中性化改性实验研究   总被引：1，自引：0，他引：1  

苏日娜鲁安怀  刘泽容王长秋 《岩石矿物学杂志》2007,26(6):505-510

使用表面活性剂HDTMAB对含有蒙脱石等粘土矿物的膨润土进行不同程度的有机改性,并利用自由膨胀率的实验方法定量描述改性膨润土在水以及甲苯介质中的膨胀规律。对实验结果进行数学分析后发现,随着改性剂用量的加大,改性膨润土在水介质中的自由膨胀率明显降低,而在甲苯介质中的自由膨胀率显著上升,当改性剂用量约为15%时,改性膨润土在水以及甲苯介质中都没有发生剧烈膨胀。依照上述膨润土的改性方法,对胜利油田提供的岩心样品进行了有机改性,并得到了相同的规律。由此得出,严格控制改性剂用量可以实现蒙脱石的中性化改性。利用这一规律,将适量的改性剂注入地下,既能够缓解油气田储层中蒙脱石的水敏膨胀危害,又不会造成过量的油脂分子吸附于矿物表面。  相似文献   

Changes of acoustic emission and strain in hard coal during gas sorption–desorption cycles     

Zofia Majewska  Jerzy Zi&#x;tek 《International Journal of Coal Geology》2007,70(4):305-312

The cylindrical coal samples were subjected to three successive cycles of sorption–desorption processes of a single gas (CO₂, CH₄). Acoustic emission (AE) and strains were simultaneously recorded during the sorption and desorption processes.Tests were conducted on medium-rank coal from the Upper Silesia Basin, Poland. Follow-up tests for gas sorption–desorption consistently showed significant changes of AE characteristics for re-runs on the same sample. The AE level decreased in each successive test. The most spectacular differences were observed between AE generated during the first cycle of gas sorption and the subsequent cycle. This phenomenon could be due to structural changes in the coal taking place substantially on its first exposure to the sorbate. The AE results indicate, that each cycle of gas sorption–desorption was run on the same coal though with a somewhat different structure.In those tests, the swelling of coal by CO₂ or/and CH₄ was anisotropic (greater in the direction perpendicular to the bedding plane than parallel) in each cycle of the gas sorption–desorption process.  相似文献