基于Hoek-Brown的岩石横观各向同性屈服准则研究     

郑艳妮  张强  张升  贾朝军  雷明锋 《岩土力学》2022,(1):139-151

为了描述岩石强度的各向异性特征,通过引入材料的微结构张量,考虑单轴抗压强度σ_cβ随层理倾角β而变化,提出了基于微结构张量的修正Hoek-Brown屈服准则。开展不同层理倾角(0°、15°、30°、45°、60°、75°和90°)的页岩试样不同围压(0、5、10、15和20 MPa)下的三轴压缩试验,结果显示,页岩峰值强度与层理倾角β呈"U"形曲线关系,在围压较低时呈"肩"形曲线关系,弹性模量E_t和泊松比ν对围压不敏感,其平均值随层理倾角β的变化关系分别呈倒"U"形、"肩"形。页岩的微观和宏观破坏图像表明,其破坏模式受围压和层理倾角双重控制。试验值与模型预测值的对比表明,修正的Hoek-Brown屈服准则可较好地对页岩强度的各向异性进行模拟。同时,采用Koteshwar千枚岩、Koteshwar板岩、绿泥石片岩等层状结构岩石的单轴和三轴压缩试验数据,进一步验证了提出的修正Hoek-Brown屈服准则对多数具有层理结构的横观各向同性岩石峰值强度模拟具有普遍适用性,并对屈服准则在试验数据较多和较少情况下的峰值强度模拟效果进行了评价。  相似文献   

含气软黏土的不排水抗剪强度计算模型     

郑威威  洪义  王立忠 《岩土力学》2022,43(8):2233-2240

含气软黏土广泛分布在世界五大洲,大量离散气泡的存在对软黏土的不排水抗剪强度具有强化或损伤作用,然而目前仍缺乏能综合考虑气相强化与气相损伤竞争机制的含气土不排水剪切强度解析表达式。结合临界状态土力学理论,基于笔者提出的含气土屈服函数,建立了v-lnp¢ 空间下临界状态线截距与土体含气特性(u_{w 0},y₀)的数学关系,进而推导了含气软黏土在三轴应力状态下不排水抗剪强度s_u的理论显式表达式。同时,采用所提出的含气软黏土不排水抗剪强度理论计算公式,分别对比了3种典型的含气软黏土在不同含气特性下的不排水抗剪强度理论预测与试验结果,包括马来西亚高岭土、Combwich 黏土和高岭黏土。另外,对比分析了4种不同的含气软黏土不排水抗剪强度理论计算模型的预测误差百分比,证明了提出的基于改进的含气软黏土本构模型的不排水抗剪强度理论计算式的合理性,能够更加准确地同时考虑含气软黏土的气相强化与气相损伤双重效应。  相似文献   

煤样渗透率有效应力与基质收缩双重耦合效应及其与煤阶关系     

曹明亮  邓泽  康永尚  李忠城  张兵  秦绍锋  邓志宇  郭明强 《地质论评》2022,68(5):1863-1870

为研究煤层气在排采过程中不同煤阶煤储层渗透率动态变化规律,利用煤岩三轴应力应变（基质收缩膨胀）测试系统,对褐煤、气煤和无烟煤样开展了有效应力与基质收缩双重效应物理模拟实验。固定轴压和围压不变,改变气体平衡压力,模拟开发过程中储层压力变化特征,测试其动态渗透率。利用实验结果,分析了不同煤阶煤岩在排采过程中动态渗透率反弹特征,并对比分析煤岩动态渗透率改善效果的差异性。研究表明：气体平衡压力从5 MPa降至1 MPa过程中,在有效应力和基质收缩双重效应作用下,褐煤样的归一化渗透率依次为1. 00、0. 60、0. 57、0. 57、0. 52,气煤样依次为1.00、0. 64、0. 50、0. 54和0. 55,无烟煤样依次为1.00、0. 74、0. 58、0. 50和0. 56。随气体平衡压力下降,中阶及高阶煤样动态渗透率先下降后上升,整体呈不对称“V”型变化规律,但拐点略有不同;低阶煤样动态渗透率呈先下降后基本稳定的趋势,整体呈斜“L”型变化规律。在有效应力和基质收缩双重效应影响下,中阶及高阶煤样动态渗透率改善效果优于低阶煤样。  相似文献   

南京河西地区地面沉降成因分析     

刘刚  徐成华  施威  李兆  骆祖江 《地质论评》2022,68(4):2022082011-2022082011

为了查明南京河西地区地面沉降的成因,笔者等在系统研究水文地质与工程地质条件的基础上,研究了地面沉降的分布特征和发展规律,以及地面沉降与地下水位、软土分布及建筑荷载之间的关系,进而揭示了南京河西地区地面沉降的成因。研究结果表明：南京河西地区不开采地下水,地面沉降与软土层厚度和建筑荷载分布关系密切,地面沉降主要受建筑工程影响,即建筑荷载和深基坑降水的作用。  相似文献   

松辽盆地南部深层致密砂岩气储层形成机制及成藏主控因素     

张立亚  徐文  沈艳杰 《吉林大学学报(地球科学版)》2022,52(5):1707-1717

为了加快松辽盆地南部（简称松南）深层致密砂岩气勘探开发进程,开展致密砂岩储层形成机制及成藏主控因素研究。通过对松南深层致密砂岩的分析,根据致密砂岩岩性组合特征将已发现的深层致密气类型划分为稳定厚层砂型、砂泥互层型、泥包砂型3种类型,储层物性普遍差,孔隙度多小于6%,渗透率主体<0.10×10^-3 μm²,属于特低孔、特低渗储层。通过对松南典型致密储层矿物成分与微观特征的分析发现,致密砂岩有效储层形成主要受3个方面因素控制：一是早成岩期发育绿泥石包壳,有效抑制成岩中后期粒间钙质胶结、硅质胶结的发生,保护原生残余粒间孔隙;二是富火山岩岩屑溶蚀形成次生孔隙;三是生烃增压产生大量微裂缝,改善储层渗流特征。在此基础上总结出松南致密砂岩气成藏控制因素,即充足气源提供物质基础、斜坡古沟谷与断裂控砂、次生溶蚀与微裂缝控储、断裂活动与稳定盖层控富。  相似文献   

黄河流域夏季有效降水转化率          下载免费PDF全文

李进  李栋梁  张杰 《水科学进展》2012,23(3):346-354

利用NCEP/NCAR再分析资料及中国实测雨量资料,分析发现黄河流域夏季整层降水转化率普遍较低,因考虑到整层中应有某一气压层具有最有利的水汽输送、抬升凝结和垂直运动条件,由此将该气压层定义为有效降水转化率层(简称有效层),降水与有效层可降水量之比称为有效降水转化率。通过分析黄河流域夏季各分区垂直速度与水汽等因子,确定上、中、下游夏季有效层分别为地面~500hPa、600~400hPa、850~600hPa。对比分析表明:夏季各区平均水汽收支与降水转化率,各自在整层和有效层上的逐年演变趋势均一致,峰谷相对应,且49年间降水转化率在有效层上的数值均大于整层的。夏季有效降水转化率在青藏高原上空及中游东部最高,高原东北侧最低,旱、涝年与多年平均状况下的分布形式虽然一致,但涝年的数值明显大于旱年。  相似文献   

河北灵寿县变质岩区大理岩系赋水规律分析     

刘德玉  李向全  王振兴  侯新伟  刘玲霞 《地下水》2012,(3):29-31

河北灵寿县山丘区是太行山前典型的严重缺水地区。在该区广泛分布的片岩、片麻岩等变质岩的富水性一般较差。对变质岩区大理岩系地下水赋存规律的分析可以更好地指导和帮助当地群众解决长期面临的缺水问题。分析结果表明:该区主要存在三种大理岩含水岩组类型和两种蓄水构造类型;地下水水化学类型为Ca-HCO3型水,水质符合国家饮用水标准。  相似文献   

The impact of land use change and check‐dams on catchment sediment yield     

Carolina Boix‐Fayos  Joris de Vente  María Martínez‐Mena  Gonzalo G. Barberá  Víctor Castillo 《水文研究》2008,22(25):4922-4935

Extensive land use changes have occurred in many areas of SE Spain as a result of reforestation and the abandonment of agricultural activities. Parallel to this the Spanish Administration spends large funds on hydrological control works to reduce erosion and sediment transport. However, it remains untested how these large land use changes affect the erosion processes at the catchment scale and if the hydrological control works efficiently reduce sediment export. A combination of field work, mapping and modelling was used to test the influence of land use scenarios with and without sediment control structures (check‐dams) on sediment yield at the catchment scale. The study catchment is located in SE Spain and suffered important land use changes, increasing the forest cover 3‐fold and decreasing the agricultural land 2·5‐fold from 1956 to 1997. In addition 58 check‐dams were constructed in the catchment in the 1970s accompanying reforestation works. The erosion model WATEM‐SEDEM was applied using six land use scenarios: land use in 1956, 1981 and 1997, each with and without check‐dams. Calibration of the model provided a model efficiency of 0·84 for absolute sediment yield. Model application showed that in a scenario without check dams, the land use changes between 1956 and 1997 caused a progressive decrease in sediment yield of 54%. In a scenario without land use changes but with check‐dams, about 77% of the sediment yield was retained behind the dams. Check‐dams can be efficient sediment control measures, but with a short‐lived effect. They have important side‐effects, such as inducing channel erosion downstream. While also having side‐effects, land use changes can have important long‐term effects on sediment yield. The application of either land use changes (i.e. reforestation) or check‐dams to control sediment yield depends on the objective of the management and the specific environmental conditions of each area. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

ACMEG‐TS: A constitutive model for unsaturated soils under non‐isothermal conditions     

Bertrand François  Lyesse Laloui 《国际地质力学数值与分析法杂志》2008,32(16):1955-1988

This paper introduces an unconventional constitutive model for soils, which deals with a unified thermo‐mechanical modelling for unsaturated soils. The relevant temperature and suction effects are studied in light of elasto‐plasticity. A generalized effective stress framework is adopted, which includes a number of intrinsic thermo‐hydro‐mechanical connections, to represent the stress state in the soil. Two coupled constitutive aspects are used to fully describe the non‐isothermal behaviour. The mechanical constitutive part is built on the concepts of bounding surface theory and multi‐mechanism plasticity, whereas water retention characteristics are described using elasto‐plasticity to reproduce the hysteretic response and the effect of temperature and dry density on retention properties. The theoretical formulation is supported by comparisons with experimental results on two compacted clays. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

A thermo‐mechanical model for variably saturated soils based on hypoplasticity     

David Mašín  Nasser Khalili 《国际地质力学数值与分析法杂志》2012,36(12):1461-1485

The paper presents a mechanical model for non‐isothermal behaviour of unsaturated soils. The model is based on an incrementally non‐linear hypoplastic model for saturated clays and can therefore tackle the non‐linear behaviour of overconsolidated soils. A hypoplastic model for non‐isothermal behaviour of saturated soils was developed and combined with the existing hypoplastic model for unsaturated soils based on the effective stress principle. Features of the soil behaviour that are included into the model, and those that are not, are clearly distinguished. The number of model parameters is kept to a minimum, and they all have a clear physical interpretation, to facilitate the model usefulness for practical applications. The step‐by‐step procedure used for the parameter calibration is described. The model is finally evaluated using a comprehensive set of experimental data for the thermo‐mechanical behaviour of an unsaturated compacted silt. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献