GCTS空心圆柱扭剪仪反压饱和试验探究

GCTS空心圆柱扭剪仪是研究土体在循环荷载下的主应力轴旋转的理想仪器。如何使用GCTS空心圆柱扭剪仪对软土空心试样进行反压饱和才能使后续试验结果更精确,探究了以GCTS空心圆柱扭剪仪为试验平台,对空心试样进行了反压饱和的试验方法。总结了空心扭剪仪反压饱和的3种加压方式：手动加压、自动加压和连续加压方式。通过一些试验探究了每种加压方式所对应的合理性参数。确定了适合吹填土的压差为15kPa。确定了孔压稳定的标准为：如果孔压在1min内的变化值小于围压和反压之间压力差的5％,则认为孔压稳定。     

非饱和黄土非线性K-G模型试验研究

K-G模型较之E-μ模型有较好的优越性,每个参数都能与土的剪切模量或体变模量直接联系,便于岩土工程的非线性理论和计算分析。以西部甘肃永登非饱和黄土为研究对象,进行大量不同湿度下的非饱和黄土常规三轴试验,获得不同初始饱和度下的K-G模型参数,进一步研究这些参数随初始饱和度的变化规律,建立模型参数和初始饱和度的相关表达式。在实际工程中,用测得的非饱和黄土的湿度指标,就可以得到黄土的K-G模型参数进行非饱和黄土的增湿数值模拟计算分析,避免吸力的量测和计算,具有一定的工程实际应用价值。     

中国菊花石的矿物组成特征

中国菊花石产于二叠纪栖霞组碳酸盐岩层位中,菊花石经光学显微鉴定,Ｘ－射线衍射分析和ｘ－射线能谱仪测试,其原生矿物主要天青石和菱锶矿,两种含锶矿物后期广泛被方解石,白云石和石英交代,依据其菊花石原生矿物组成,将我国菊花石划分为天青石型（浏阳菊花石为典型）菱锶矿型（宣恩,来宾菊花石）和青青石－菱锶矿混合型（永丰型菊花石）菊花石三种类型。     

复杂应力路径下流体饱和砂岩本构模型

高孔隙率砂岩在不同围压及被不同流体（水及油）饱和时表现出不同的应力-应变特性及不同的破坏过程。复杂应力路径下油和水饱和砂岩的力学试验表明,存在某一临界围压,随着围压的增加,饱和砂岩从以压剪破坏为主,逐渐转变为以孔隙坍塌破坏为主的破坏机制。通过力学试验结果的分析,以两种破坏理论对油和水饱和砂岩的破坏特征进行了力学解释,并应用经典塑性力学的盖帽模型建立了相应的本构模型,应用非线性有限元法进行了数值验证,研究结果表明,提出的模型与试验资料吻合良好,能较好地模拟复杂应力路径下油和水饱和砂岩的破坏机制及模拟注水采油引起的砂岩附加沉降。     

天然气水合物区多相流体运移模型：以南海神狐海域为例

天然气水合物是重要的海洋油气资源,近年来利用孔隙水地球化学手段结合流体反应运移模型对水合物进行勘探已 成为研究热点。文章针对南海神狐海域钻探GMGS-1航次的数据资料,用孔隙水溴碘摩尔数比值拟合全新世流体运移速率, 构建了二期次非稳态水合物多相流体运移模型,并以SH7站位作为应用,发现自更新世以来研究区水合物成藏系统处于衰 退状态。通过模型参数敏感性分析,了解到影响模型输出的参数权重从高到低依次是沉积物孔隙度、有机质含量和沉积埋 藏速率。进一步数值分析表明,在水合物成藏系统中,有机质含量与水合物饱和度满足线性相关,其他主要参数与饱和度 的关系并非单调函数,且主导水合物稳定区内的甲烷物源是深部外源流体所携带的甲烷。多相流体运移模型对水合物资源 勘查具有一定的理论意义。     

Geology and mineralization of the supergiant Shimensi granitic-type W-Cu-Mo deposit (1.168 Mt) in northern Jiangxi,South China: A Review

The Shimensi deposit is a recently discovered W-Cu-Mo polymetallic deposit located in the Jiangnan porphyry-skarn W belt in South China. The deposit has a resource of 0.74×10⁶ t of WO₃ accompanied by 0.4×10⁶ t Cu and 28000 t Mo and other useful components like Ga, making it one of the largest W deposits in the world. This paper is aimed to reveal the ore-controlling mechanisms of the Shimensi deposit, involving the role of the ore-related granites, the tectonic background for its formation, and the metallogenesis model. The systematic geological survey suggests multi-types of alteration are developed in the deposit, mainly including greisenization, potassic-alteration, sericitization, chloritization, and silicification. Drilling engineering data and mining works indicate that the Shimensi deposit consists of two main orebodies of I and II. Therein, the W resource has reached a supergiant scale, and the accompanied Cu, Mo, Au, Bi, Ga, and some other useful components are also of economic significance. The main ore-minerals consist of scheelite, wolframite and chalcopyrite. Disseminated mineralization is the dominant type of the W-Cu-Mo polymetallic orebodies, and mainly distributes in the inner and external contact zone that between the Neoproterozoic biotite granodiorite and the Yanshanian granites. The main orebody occurs at the external contact zone, and the pegmatoid crust near the inner contact zone is an important prospecting marker of the W mineralization. Of them, the disseminated W ores within the wall rock of the Neoproterozoic biotite granodiorite is a new mineralization type identified in this paper. Combining previous geochronological and isotopic data, we propose that the mineralization of the Shimensi deposit is closely related to the intruding of the Yanshanian porphyritic biotite granite and granite porphyry. Geochemical data suggest that the biotite granodiorite is rich in Ca and had provided a large amount of Ca for the precipitation of scheelite in this area. Thus, it is a favorable wall rock type for W mineralization. The Shimensi deposit belongs to granitic-type W polymetallic deposit related to post-magmatic hydrothermal, and the ore-forming fluid was initially derived from the Yanshanian magmas.©2022 China Geology Editorial Office.     

活性炭法测定室内外环境中氡的吸附饱和性实验

介绍了一套实验装置,可通过该装置了解吸附了氡气的活性炭的放射性计数与活性炭所在环境的氡浓度的关系.活性炭中氡或其衰变子体放出的γ射线的总计数与氡浓度成线性关系;γ射线的总计数经过校正后,可以换算成活性炭所在环境的氡浓度.     

某地红砂岩多轴受力状态蠕变松弛特性试验研究

与岩石单轴蠕变松弛试验研究相比,多轴的研究结果很少,这一现状的结果是岩石的三维蠕变松弛模型基本是其单轴模型的简单推广,缺乏试验资料的佐证。为了积累宝贵数据,推动岩石多轴蠕变松施模型的发展,利用广东某地的红砂岩开展了以下试验研究：(1) 不同围压下岩石的蠕变松弛特性;(2) 二向受力状态下岩石的蠕变松弛特性;(3) 多轴受力时,饱水和风干状态下岩石蠕变松弛特性的对比。总结、分析试验结果,获取了该种红砂岩多轴蠕变松弛特性的一些基本规律或现象,如：轴压相同时,侧压越高,蠕变量越小;当围压相同、时间相同时,应力 越高,则 的松弛量也越大。这些结果对于岩石力学的基础研究及现场施工设计均具有较大意义。     

干法毛管压力试验新技术及其在判别储层水饱和度中的应用

根据毛细管压力理论研制的ＹＢ－１型岩石水饱和度仪，广泛应用于油气勘探开发中测定储集岩石的含水饱和度，测定误差小于５％，该方法为不受取心条件、样品大小、物性和岩性限制快速的新方法，实际应用证明效果较好     

Effect of degree of saturation on mechanical behaviour of unsaturated soils and its elastoplastic simulation

The two stress-state variable approach has been widely used in interpreting unsaturated soil behaviour. However this approach cannot take into account the effect of degree of saturation or water contents on the stress–strain behaviour and strength of unsaturated soils. The triaxial test results presented in this paper show that even if the same path of net stress and suction is followed, the stress–strain relation and strength are different due to different degrees of saturation. When other conditions are the same, the higher the degree of saturation for the soil sample is, the higher the stress ratio corresponding to a given axial strain will be. This effect can be modeled by using an elasto-plastic constitutive model coupling hydraulic and mechanical behaviour of unsaturated soils. Comparisons between the predicted and measured results are presented, which demonstrate that the model can quantitatively simulate the influence of the degree of saturation on stress–strain behaviour and strength of unsaturated soils.