硫铝酸盐水泥浆性能调节方案   总被引：2，自引：0，他引：2       下载免费PDF全文

顾元威  王桂敏 《探矿工程》1995,(6):22-23

讨论了水灰比、抖浆水温和有机处理剂对硫铝酸盐水泥浆性能的影响，提出了该水泥浆性能的调节方法。  相似文献   

武夷山古环境的变迁与土壤发育的关系   总被引：3，自引：0，他引：3  

陈君月  周性敦 《福建地质》1993,12(3):228-231

在综合研究了武夷山主峰黄岗山的地质、地貌、植被、气候及第四纪孢粉分析资料后认为,黄岗山在晚第三纪至第四纪的数百万年间,曾经历了至少三次断块抬升运动,每次抬升幅度300—400m,总上升量可达千米之巨。黄岗山的土壤之所以在若干重要分类指标上产生变异,其原因很可能是古环境遗留的特征仍居主导地位,近代成土作用只不过是在原来脱硅富铝化基础上的附加成土过程。  相似文献   

双峰县金坑冲金矿地质特征及找矿前景     

孙海清  贺业军 《湖南地质》1993,(4)

本文概述了金坑冲金矿地质特征,并对其矿化规律作了总结。在此基础上,依据地质类比与土壤地球化学测量成果,指出王家湾一丫头山一带,是找石英脉一蚀变岩型金矿的远景区。  相似文献   

煤显微组分中有机硫的微区分析和分布特征   总被引：6，自引：1，他引：6  

任德贻  郭国莉 《煤田地质与勘探》1993,21(1):27-30

应用扫描电镜、能谱仪和波谱仪测定了煤中有机硫含量。a.在镜质体有机硫含量低于0.50％的煤中,惰质体的有机硫含量与其相近。而在镜质体有机硫含量高于0.5％的煤中,惰质体的有机硫含量大多为镜质体的40％～50％。各种镜质体和惰质体的有机硫含量随其凝胶化程度增高而增加。b.聚煤古地理环境对煤中有机硫含量起决定性作用。以镜质体为例,形成于湖滨三角洲平原环境的神木煤含有机硫0.21％,形成于滨海三角洲平原环境的水城大河边煤含有机硫0.84％,形成于泻湖海湾环境的兖州晚石炭世煤含有机硫2.24％。  相似文献   

关于固结度计算的一点看法     

方玉树 《水文地质工程地质》1993,20(5):24-25

通过探寻渗透系数、压缩系数(或体积压缩系数)与孔隙比在固结过程中的变化规律来确定固结系数与固结时间的关系并将其用于固结度计算是无益的,原因在于固结度计算公式只在固结系数为常数时才成立。  相似文献   

Hydrofracture mechanisms in rock during pressure grouting     

H. Y. Wong  I. W. Farmer 《Rock Mechanics and Rock Engineering》1973,5(1):21-41

Summary Hydrofracture Mechanisms in Rock During Pressure Grouting. The paper examines the basic meachnisms controlling the initiation of fractures in rocks and layered soils during pressure grouting, and their subsequent propagation into the ground mass. Previous analyses of fracture initiation have tended to concentrate on simplified models in which the ground is treated as an impervious elastic or Mohr-Coulomb continuum. The present method allows for the porous or fissured nature of the ground by considering the effect of seepage forces induced by the pore pressure gradient. The effect is quantified by use of a parameterN such that the ratio of fluid force used in expanding the injection hole, to that used in forcing fluid through void spaces, isN to (1—N).Analysis of hydrofracture propagation is based on stress analysis of a borehole in an elastic continuum, the propagating fracture zone around the borehole being represented as a non-elastic material governed by the Mohr-Coulomb failure criterion. This is supplemented by an energy approach which equates the energy supplied to the ground from the injection pump, with the energy stored in the ground and the energy necessary to fracture it.

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Zusammenfassung Brucherscheinungen im Fels bei Verprearbeiten. In der Arbeit wird der grundlegende Mechanismus untersucht, welcher bei Verpreßarbeiten in Fels und geschichtetem Boden zur Einleitung und Ausbreitung von Brüchen führt. Frühere Untersuchungen des Bruchbeginns stützten sich im wesentlichen auf vereinfachte Modelle, in denen der Untergrund als undurchlässiges Kontinuum angesehen wird, das entweder elastisch ist oder der Mohr-Coulombschen Bruchbedingung genügt. Die neue Methode berücksichtigt dagegen eine Porosität oder Klüftung des Untergrundes durch Ansatz der vom strömenden Medium auf das Gebirge ausgeübten Belastung. Diese Belastung wird aufgeteilt in einen Druckverlust an der Bohrlochwand (gleich ParameterN mal Verpreßdruck) und die entsprechende, über den gesamten durchströmten Bereich verteilte Belastung.Die Untersuchung der Bruchausbreitung geht von der Spannungsermittlung um ein Bohrloch in einem elastischen Kontinuum aus, wobei in der sich ausbreitenden Bruchzone um das Bohrloch herum nichtelastisches Material angenommen wird, das dem Mohr-Coulombschen Bruchkriterium genügt. Zur Ergänzung dient eine Energie-Betrachtung, bei der die von der Injektionspumpe abgegebene Energie gleichgesetzt wird der im Untergrund gespeicherten Energie und der aufgewendeten Brucharbeit.

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Résumé Les mécanismes de la fracturation hydraulique dans les roches pendant les injections sous pression. Le mémoire examine les mécanismes fondamentaux qui gouvernent l'initiation des ruptures dans les roches et les sols stratifiés, au cours des injections et leur propagation dans les massifs. Les analyses antérieures de l'initiation de la rupture, se sont concentrées sur des modèles simplifiés où l'on considérait la roche comme un milieu élastique et imperméable, ou comme un milieu de Mohr-Coulomb. La présente méthode admet que le massif est poreux ou fissuré, en considérant l'action des forces de percolation engendrées par le gradient de pression interstitielle. Cette action est quantifiée par un paramètreN, tel que le rapport de la force du liquide employée à dilater le forage d'injection, à celle employée pour forcer le coulis à travers les vides soitN/(1—N). L'analyse de la propagation des ruptures se base sur l'analyse des contraintes autour d'un forage dans un milieu élastique, alors que la zone de la rupture qui se propage autour du forage est représentée par un milieu non-élastique admettant le critère de rupture de Mohr-Coulomb. Cette analyse est complétée par une approche énergétique, où l'énergie qui est fournie au massif par la pompe d'injection est égalée à l'énergie emmagasinée dans la roche et à l'énergie de rupture.

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Nomenclature A area of new cracks created per unit volume of time t - E total work done by injection fluid - E _i irrecoverable component of energy - E _{i c} work done in fracturing rock or soil - E _{i l} work done to overcome various frictional forces in grouting system - E _{i p} work done to cause plastic deformation of fractured zone - E _{i s} work done to overcome shear strength of fluid during flow - E _{i v} work done to overcome frictional drag between fluid and rock in soil surfaces during flow - E _r recoverable component of energy - E _{r f} elastic strain energy stored in fluid - E _{r s} elastic strain energy stored in rock or soil - h height of overburden - i j 1, 2, 3 - K ₀ coefficient of horizontal earth pressure - k permeability of ground to grout - L length of cylindrical grout source - n rock or soil porosity - p average fluid pressure between timet and (t + t) - p ₀ injection pressure - R radius of grout front - r radial distance from borehole axis - r ₀ radius of borehole - r ₁ radius of fractured zone - S specific surface area of rock or soil - S _T tensile strength of rock or soil - t time - u grout seepage velocity - V volume of grout injected - v volumetric strain - specific surface energy of rock - bulk density of rock or soil - _{i j} ^e elastic strain increment tensor - _{i j} plastic strain increment tensor - v Poisson's ratio - _{i j} average stress tensor in the ground during timet and (t + t) - _R , _T, _Z radial, tangential and vertical stresses induced by grouting - _r , _t , _z radial, tangential and vertical stress around borehole before grouting - grout shear strength - angle of internal friction of rock or soil With 7 Figures  相似文献   

河北坝上高原小滦河流域古土壤碳库地质成因和稳定性评价     

卫晓锋  王京彬  孙紫坚  魏浩  李霞  陈自然  孙厚云 《地质学报》2022,96(6):2173-2183

土壤碳库是陆地生态系统中最大的碳库，以往研究主要针对现代土壤碳库，而古土壤的碳库特征研究相对薄弱。本文以河北坝上高原小滦河流域古土壤为研究对象，通过光释光（OSL）年代学、元素地球化学、团聚体分析方法，研究了风成沙地稀疏草地单元和河湖残积灌草混合单元内古土壤碳库特征。结果表明：古土壤形成时代为5. 7~3. 3 ka的全新世温暖期，气候温暖湿润，雨水充足，发育以松和蒿属为主要建群种的针叶林－草原植被。碳库以有机碳（SOC）为主，平均有机碳密度为3. 85 kg/m2，有机碳库储量为153. 1×107 kg。河湖相沉积物微团聚体的含量较高，对古土壤层碳库的物理保护作用较强，碳库稳定性较高；风积相沉积物微团聚体含量相对较低，加速有机碳的分解，碳库稳定性较差。提出不同沉积单元的土地利用保护方式，减少土壤有机碳的分解流失，支撑当地碳达峰、碳中和工作推进。  相似文献   

Artificial Maturation of Organic Matter from Recent Venezuelan Sediments     

Méndez  M. J.  Scherer  W. 《Natural Resources Research》1999,8(2):123-135

Laboratory simulation of the catagenesis of organic matter in sedimentary rocks has been used to provide an understanding of the processes involved in petroleum generation. Several of these studies have focused on the thermal evolution of organic matter (OM) present in Recent sediments. This study examines the geochemical characteristics and experimental thermal evolution of primary organic matter from two organic facies that are thought to be major contributors to Venezuelan hydrocarbon source rocks. A third facies, generally considered unimportant for petroleum formation, is used to contrast the experimental results. Hydrous pyrolysis maturation experiments were performed for three intermediate temperatures. The products of the final 330°C stage are shown in this paper because they best illustrate the changes in the OM during catagenesis. Results from the hydrous pyrolysis experiments show that at 280°C and higher all three samples yield liquid hydrocarbons similar in composition to natural crudes and the transformed organic matter is similar to kerogen that occurs in natural source rocks. Chromatograms from the saturated fraction of extracts at 330°C are similar to natural crudes with respect to n-alkane distribution and abundance of beta; and beta;alpha; hopanes. The only difference seems to be the relative abundance of 22R over 22S isomers, which indicates immature oil. This is in contrast to indications from the R _o and T _max parameters measured on the accompanying kerogen.  相似文献   

红壤退化中的土壤质量评价指标及评价方法   总被引：97，自引：4，他引：93  

孙波  赵其国 《地理科学进展》1999,18(2):118-128

土壤质量评价与监测是评价土壤退化的重要工作,也是重新设计持续性的土壤管理系统的基础。目前缺乏统一的评价指标以及将各项土壤性质与土壤管理措施结合起来的评价方法。本文首先提出了选择红壤质量评价指标的原则,并从化学、物理学和生物学三个方面初步探讨了评价红壤质量动态变化可资采用的指标体系,综述了国内在南方丘陵区红壤质量演化的研究中应用的指标;最后从土地评价方法中选择了可用于红壤质量评价的方法,并简要综述了国际上最新的土壤质量评价方法。  相似文献   

Determining short-term changes in the hydraulic properties of a sandy-loam soil by a three-run infiltration experiment     

V. Bagarello  N. Cecere  S. M. David 《水文科学杂志》2020,65(7):1191-1203

ABSTRACT

Soil structure-dependent parameters can vary rapidly as a consequence of perturbing events such as intense rainfall. Investigating their short-term changes is therefore essential to understand the general behaviour of a porous medium. The aim of this study is to gain insight into the effects of wetting, perturbation and recovery processes through different sequences of Beerkan infiltration experiments performed on a sandy-loam soil. Two different three-run infiltration experiments (LHL and LLL) were carried out by pouring water at low (L, non-perturbing) and high (H, perturbing) heights above the soil surface and at short time intervals (hours, days). The results demonstrate that the proposed method allows one to capture short-term variations in soil structure-dependent parameters. The developed methodology is expected to simplify the parameterization of hydrological models with temporally variable soil hydraulic properties.  相似文献