峡口高地应力软岩隧道施工监测及支护对策研究

针对高应力软岩公路隧道的特点,对湖北宜巴高速公路峡口隧道开展了地应力测试、隧洞收敛下沉、接触应力、结构受力等项目的监测工作。地应力测试结果表明,虽然隧洞埋深不大,但由于构造应力的存在,仍属于高地应力区。施工监测结果表明,高应力软岩隧道变形与结构受力具有明显的时空效应,与开挖方式、工作面距离以及支护时机密切相关。由于隧洞围岩软弱破碎,加之处于高应力作用下,在工作面通过后,岩体产生持续性的流变变形,导致隧洞产生挤压大变形和结构受力的持续增加,达到支护结构强度极限,最终导致围岩失稳和支护体系的失效。基于上述研究成果,提出了相应的高应力软岩大变形支护设计对策。研究成果为高应力软岩隧道变形与结构受力的时空效应性提供了监测数据支持,为峡口隧道的施工和支护设计提供了依据,对我国西部其他高应力软岩公路隧道的建设具有借鉴意义     

砂质泥岩三轴卸荷流变力学特性试验研究

流变对工程岩体的长期变形稳定具有十分重要的影响,但目前关于卸荷流变的试验研究中通常只考虑恒轴压卸围压的应力路径,与隧洞开挖过程中围岩的应力调整过程存在一定的差距。以砂质泥岩为试验研究对象,设计进行了加轴压卸围压和恒轴压卸围压条件下的分级卸荷流变试验。试验结果表明：恒轴压卸围压和加轴压卸围压方案下岩样的流变变形趋势总体一致,但相同初始围压条件下,加轴压卸围压试样破坏的围压相对较高,偏应力相对较大,但长期强度与破坏应力的比值相对较小;在围压卸载至岩样临近破坏时,加轴压卸围压方案下岩样的流变应变增长速率明显较快,试样破坏的更加突然;恒轴压卸围压条件下岩样的破坏形态相对简单,一般只存在一条完整的剪切破坏面,而加轴压卸围压条件下岩样的破坏形态要复杂得多,除了控制性的剪切破坏面之外,还伴随有一定数量的次生剪裂纹和张拉裂纹,而且初始围压越大,试样的次生裂纹越多。因此,在隧洞围岩长期变形稳定分析过程中,单纯的恒轴压卸围压流变试验不能满足工程实际需求,应该尽量丰富岩石力学试验的应力路径,以便较好地模拟工程岩体应力的实际变化过程,研究成果为隧洞围岩的长期变形稳定性研究提供了较好的研究思路。     

冻土区天然气水合物勘探低温钻井液理论与试验

天然气水合物是在特定的低温与高压条件下形成的产物。在天然气水合物勘探工作中,低温钻井液是获得天然气水合物真实样品的重要保证条件之一。低温钻井液应具有低的冰点、良好的抵制能力与良好的流动性。结合天然气水合物勘探工作的特点,在试验的基础上,对比分析了PAM、PHPA、PAC-141、Na-CMC与KHm的分子结构、官能团的种类与数量对钻井液的防塌能力和流动性的影响,得出了几种处理剂的耐低温能力大小的顺序为：PAC-141〈PHPA〈PAM〈Na-CMC〈KHm,为天然气水合物勘探中低温钻井液的配制与使用,奠定了重要的基础。     

Rheological properties of the upper mantle of Northern Eurasia and nature of regional boundaries according to the data of long-range seismic profiles

Deep seismic investigation carried out in Russia in long-range profiles with peaceful nuclear explosions allowed clarifying in details the structure of the upper mantle and the transition zone down to the depth of 700 km within the huge territory of old and young platforms of Northern Eurasia. Variability of horizontal heterogeneity of the upper mantle depending on the depth serves to qualitative estimation of its rheological properties. The upper part of the mantle to the depth of 80–100 km is characterized by the block structure with significant velocity steps of seismic waves at the blocks often divided by deep faults. This is the most rigid part of lithosphere. Below 100 km horizontal heterogeneity is insignificant, i.e., at these depths the substance is more plastic and not capable to retain block structure. On the lithosphere bottom at the depth of 200–250 km plasticity increase is observed as well but the zone of the lower velocities that might have been bound with the area of partial melting (asthenosphere) has not been found. These three layers with different rheological properties are divided by seismic boundaries presented by thin layering zones with alternating higher and lower velocities. At the specified depths any phase boundaries have been distinguished. These thin layering zones are assumed to form due to higher concentration of deep fluids at some levels of depths where mechanical properties and permeability of substance change. Insignificant number of fluids may result in appearance of streaks with partial or film melting at relatively low temperature—to the rise of the weakened zones where subhorizontal shifts are possible. According to seismic data in many world regions seismic boundaries are also observed at the depth of about 100 and 200 km; they may be globally spread. There are signs that areas of xenoliths formation and earthquake concentration, i.e., zones of high deformations, are confined to these depths.     

岩石的流变性质与断层模型

本文以断层带的为形机制为主题，简要总结了与此相关的岩石流变性质的研究结果，讨论了已有的几个断层带模型，并就进一步应开展的研究课题提出了一些建议。     

从单晶褶皱看斜方辉石流变学的特征

迄今为止,上地幔流变学的研究主要集中于橄榄石单晶与多晶集合体的实验和野外观察,但对辉石的流变学特征知之甚少,虽然辉石亦是上地幔岩石的主要组成矿物.因此,查清斜方辉石的流变学行为、塑性变形机制、重结晶作用以及与其共生的橄榄石之间的流变强度差等,现已成为国际地学界研究的新的热点课题.新疆中天山南缘库米什地区的榆树沟高压变质地体中出现地幔超糜棱岩,其中带状拉伸的斜方辉石(En90)碎斑晶发生了强烈地弯滑褶皱,周围橄榄石(Fo90)重结晶成细粒(～10 μm)多晶基质.显微构造研究表明,单晶斜方辉石的褶皱主要通过单一的(100)[001]滑移进行的,而细粒重结晶橄榄石基质的变形机制则最可能以超塑性(颗粒边界滑移与扩散)为主.单晶斜方辉石发生弯滑褶皱,而不形成常见的膝折(Kinks),说明所处物理化学条件下斜方辉石晶体位错攀移与原子扩散并不足够活跃.此外,即使其晶格发生高达140.的旋转,斜方辉石依然没有发生光学显微镜下足以识别的重结晶结构,说明启动重结晶作用的临界剪切应变应不少于5.5.根据现有的层状材料的褶皱理论,推测榆树沟高压变质地体中地幔岩发生塑性变形时位错蠕变的斜方辉石的流动强度至少比相同条件下超塑性变形的细粒橄榄石多晶基质高近2个数量级.     

重庆市砚石台煤矿煤层流变特征及规律探讨

以构造变形强烈的重庆市砚石台煤矿为例,通过井下煤层的观测与煤标本的显微镜观察,分析了煤层中的宏观与微观流变特征,并结合煤层构造的发育特征,总结了煤层流变的控制因素、发育规律及其成因。研究结果认为,砚石台煤矿存在不同程度的煤层流变现象,煤层流变程度受控于层滑作用、煤层构造、煤层层位和煤层倾角等因素。受其影响,煤层流变强烈地段主要集中在4号煤层的地层产状平缓处,次级构造密集发育和层滑作用强烈地段。      

High-harmonic geoid signatures related to glacial isostatic adjustment and their detectability by GOCE

The Earth’s asthenosphere and lower continental crust can regionally have viscosities that are one to several orders of magnitude smaller than typical mantle viscosities. As a consequence, such shallow low-viscosity layers could induce high-harmonic (spherical harmonics 50–200) gravity and geoid anomalies due to remaining isostasy deviations following Late-Pleistocene glacial isostatic adjustment (GIA). Such high-harmonic geoid and gravity signatures would depend also on the detailed ice and meltwater loading distribution and history.ESA’s Gravity field and steady-state Ocean Circulation Explorer (GOCE) satellite mission, planned for launch in Summer 2008, is designed to map the quasi-static geoid with centimeter accuracy and gravity anomalies with milligal accuracy at a resolution of 100 km or better. This might offer the possibility of detecting gravity and geoid effects of low-viscosity shallow earth layers and differences of the effects of various Pleistocene ice decay scenarios. For example, our predictions show that for a typical low-viscosity crustal zone GOCE should be able to discern differences between ice-load histories down to length scales of about 150 km.One of the major challenges in interpreting such high-harmonic, regional-scale, geoid signatures in GOCE solutions will be to discriminate GIA-signatures from various other solid-earth contributions. It might be of help here that the high-harmonic geoid and gravity signatures form quite characteristic 2D patterns, depending on both ice load and low-viscosity zone model parameters.     

软土流变的物质基础及流变机制探索

采用改进的直剪蠕变仪,研究结合水对软土流变性质的影响。在相同试验条件下分别完成了含高岭土、膨润土不同重量百分比2组烘干试样和1组砂土的流变性质测试。测试结果与近期已取得的试验成果对比分析表明,结合水是产生土样流变性质的重要因素;烘干试样的黏滞系数均比与其矿物成分相同的湿土试样的黏滞系数大,砂土试样的黏滞系数比湿黏土的黏滞系数大,即烘干土样与砂土土样流变变形阻力相对湿黏土的大,流变现象相对不明显。在试验基础上,探索了控制软土流变特性的物质基础,提出了“流变物质”概念,“流变物质”与软土的流变性质互相对应,是软土产生流变的主要物质基础,并给出了与其力学性质相适应的流变机制的软土流变特性的物理描述。