The principle of coupled stress release model and its application

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基于Ruger近似式预测裂缝型储层的可行性研究

叠前纵波方位各向异性检测裂缝是目前应用最为广泛的方法,该方法主要是利用AVAZ地震资料椭圆拟合的长轴与短轴信息来评价裂缝,该方法在具体应用时,认为裂缝型储层AVAZ响应特征的变化仅由各向异性参数决定,而没有考虑非各向异性参数的影响,从而引起裂缝评价的多解性。为提高该技术的裂缝评价精度,从模型分析入手,将模型中各向异性参数及岩性参数设置为概率密度分布函数,然后采用Monte Carlo随机方法进行叠前AVAZ正演模拟。首先,对各向异性参数对椭圆拟合的影响进行简单分析,得出各向异性参数γ对椭圆扁率B/A与各向异性因子B影响最大、δ次之、ε最小。然后,进一步重点分析不同标准差的速度与密度模型的B/A与B响应特征,得出地层的速度与密度的变化在较小范围内时,该技术评价裂缝才具有一定的可行性,其中,地层纵波和横波速度的变化（尤其是纵波速度）对叠前AVAZ响应影响较大,地层密度几乎没有影响,故当横向岩性变化较大时,该方法在评价裂缝型储层时的结果具有一定的不确定性。     

互层胶结土中正断层地震地表破裂位错特征研究

为了解决采用Trimble GX 3D地面激光三维扫描仪分析互层胶结土中正断层地震地表破裂位错特征时,未有效模拟地表垂直和水平位移的基本特征,获取的地表破裂位错特征结果不准确的问题。提出新的互层胶结土中正断层地震地表破裂位错特征研究方法,先构建地震地表弹性位错模型,分析互层胶结土正断层的地表三维断裂特征,得到地表在受到走滑、逆冲和张开错动导致的地表错位变化情况;再通过正断层地震地表破裂离心机试验,获得互层胶结土中正断层地震地表破裂位错特征。试验结果说明,所提方法可有效分析互层胶结土中正断层地震地表破裂位错特征,且破裂点在土体模型中部和中下部的裂缝深度分别为22.4 m和33.4 m,裂缝上的破裂点处于土体模型的中下部时,裂缝的深度越深。     

泥岩渗流-应力耦合蠕变损伤模型研究(Ⅰ):理论模型

在室内和现场试验的基础上,根据泥岩的非线性蠕变变形特点,构造了基于摩尔-库仑准则的蠕变势,建立了泥岩非线性蠕变损伤本构模型及其损伤演化方程;对泥岩裂隙自愈合机制进行了探讨,得到围压、孔隙水和饱水时间是影响裂隙愈合的主要因素,通过引入愈合应力和水化学愈合因子的概念,建立了泥岩渗透性自愈合模型。研究结果表明,泥岩非线性蠕变是其内部结构损伤在蠕变过程中的综合表现,泥岩的蠕变速率不仅与应力水平、时间相关,而且还与累积蠕变变形密切相关,提出的模型能较真实反映泥岩蠕变变形过程、损伤演化、渗透性演化和裂隙自愈合,且材料常数较少,便于从实验数据中获得。文中涉及到的数值算法、程序实现、模型参数的确定以及工程应用将在本文的Ⅱ部分给出     

广西西大明山弄屯铅锌矿床断裂构造解析

弄屯矿床是西大明山地区新发现的规模最大的铅锌矿床,是受断裂控制的典型热液脉型矿床。文章在充分搜集已有勘查资料的基础上,认为铅锌矿体主要受NE向和(近)EW向断裂控制,矿体主要产在断裂浅部产状较缓的部位,向深部断裂产状变陡,矿体厚度减薄直至尖灭;而且主矿体沿NE向断裂具有向SW侧伏的趋势。在此基础上,利用控矿断裂的擦痕、阶步以及伴生的节理、牵引褶皱等小构造,对控矿断裂的运动学和动力学特征进行了解析,分析认为控矿断裂在成矿期表现为逆断层活动特征,是受近SN向主压应力作用下形成的。利用SPSS、Surfer软件对矿体的产状、有用组分含量等数据进行统计分析并绘制了等值线图,研究得出成矿热液是先由F1断裂进入NE向断裂中,随后沿NE向断裂由西南向北东运移,并最终导致Zn、Pb先后沉淀富集形成厚大的矿体。根据已有的同位素数据和构造解析资料,可基本确定弄屯铅锌矿床形成于燕山晚期。     

The effect of expansion ratio on the critical Reynolds number in single fracture flow with sudden expansion

Flow in a single fracture (SF) is an important research subject in groundwater hydrology, hydraulic engineering, radioactive nuclear waste repository and geotechnical engineering. An abruptly changing aperture is a unique type of SF. This study discusses the relation between the values of the critical Reynolds number (Re_c) for the onset of symmetry breaking of flow and the expansion ratio (E) of SF, which is defined as the ratio between the outlet (D) and inlet (d) apertures. This study also investigates the effect of inlet aperture d on Re_c for flow in an SF with abruptly changing apertures (SF‐ACA) using the finite volume method. Earlier numerical and experimental results showed that flow is symmetric in respect to the central plane of the SF‐ACA at small Reynolds number (Re) but becomes asymmetric when Re is sufficiently large. Our simulations show that the value of Re_c decreases with the increasing E, and the relationship between the logarithm of Re_c and E can be described accurately using either a quadratic polynomial function or a logarithmic function. However, the relationship of Re_c and d for a given E value is vague, and Re_c becomes even less sensitive to d when E increases. This study also reveals that the hydraulic gradient (J) and flow velocity (v) follow a super‐linear relationship that can be fitted almost perfectly by the Forchheimer equation. The inertial component (J_i) of J increases monotonically with Re, whereas the viscous component (J_v) of J decreases monotonically with Re. The Re value corresponding to equal inertial and viscous components of J (named as the transitional point Re) decreases when E increases, and such a transitional point Re should be closely related to the critical Reynolds number Re_c, although a rigorous theoretical proof is not yet available. Copyright © 2015 John Wiley & Sons, Ltd.     

珠江口盆地前新生代先存断裂特征及动力背景

前人针对珠江口盆地前新生代开展过大量研究,但对盆地的原始构造格局仍缺乏统一认识。在高精度三维地震资料的基础上,笔者采用“定性+定量”先存断裂综合识别技术,识别出珠江口盆地惠州凹陷和番禺4洼前新生代基底发育的先存断裂583条。按照断裂是否断穿Tg和断裂倾角大小,将先存断裂分为4类：高角度节理、低角度节理、高角度活化断层和低角度活化断层;按断裂走向划分,将先存断裂分为NW-NWW向和NE-NEE向2组。燕山期晚侏罗—早白垩世,古太平洋板块对华南板块沿NW向正向俯冲,形成NE-NEE向逆冲断裂;燕山期晚白垩世,古太平洋板块对华南板块斜向俯冲产生左旋挤压应力场导致NW-NWW向逆冲断裂形成。这些先存断裂从源头上控制了珠江口盆地的构造格局,为研究盆地后续演化提供了重要支撑。     

Experimental study on three-point bending of granite after cryogenic freeze-thaw cycles at -160 ℃北大核心CSCD

In order to study the effect of freeze-thaw cycles on the type I fracture toughness of granite under ultra-low temperature conditions,semi-circular bending（SCB）specimens were used in this study,and different freeze-thaw times（1,2 and 3 times）were selected. The granite in the natural state was treated with -160 ℃ ultra-low temperature freeze-thaw cycles,and the three-point bending test was carried out on the granite after the freeze-thaw cycle. and microstructure effects. The results show that with the increase of freeze-thaw cycles,the localized damage of I-type crack tip of granite is intensified,the fracture toughness is decreased,the number of microcracks and pores in the rock is increased,the length of cracks is increased,and the pore size is increased. Finally,the changes of rock frost heaving force and fracture toughness under low temperature and ultra-low temperature conditions are compared and analyzed. Compared with low temperature conditions,the frost heaving force produced by ultra-low temperature freezing and thawing is larger. When fracture toughness decreases by approximately the same amplitude,rocks need more cycles of freezing and thawing at low temperature. The research results can provide theoretical reference for underground storage of liquefied natural gas（LNG）in ultra-low temperature environment. © 2022 Science Press (China).     

剪胀角对求解边坡稳定的安全系数的影响

分析了目前用有限元方法求解安全系数时所存在的问题,同时,对于岩土边坡采用平面应变条件下基于非关联流动法则的D-P屈服准则,充分考虑岩土的剪胀性对边坡稳定安全系数的影响,修正了对于剪胀性的传统处理方法：过大的考虑材料的剪胀性的特点（ ）和完全不考虑材料的剪胀性的特点（ ）。算例结果分析表明,安全系数随剪胀角的增大而增大,在考虑剪胀性时,采用不同的屈服准则对边坡的安全系数是有很显著的影响的,误差可达30 %左右。     

对一些沙尘暴强度划分标准中存在问题的讨论

研究发现,目前被我国一些学者采用的沙尘暴强度划分标准和气象观测规范中关于水平能见度观测记录的规定有明显差异,这个问题导致沙尘暴强度划分标准与50 a气象能见度观测资料不匹配,从而引起资料统计上的混乱和强沙尘暴、特强沙尘暴分析上很容易出现的错误。为此,就这个问题进行了分析讨论。