沉积型一水硬铝石型铝土矿床勘查评价中 几个问题的探讨—以黔北铝土矿床为例

以黔北铝土矿为例,对沉积型一水硬铝石型铝土矿勘查评价中的4个问题进行讨论,并提出:(1)将勘查类型按普查、详查、勘探阶段分别用初定、暂定、确定来进行定性;(2)用"菱形孔"而非"矩形孔"的布置方法来解决勘查类型的变更与工程控制间距非整倍数的问题;(3)"地表工程间距加密一倍"的适用范围是:露采且处于"剥蚀区"内的矿体。地表露头线呈线状展布且上覆有岩层或虽也强风化,但仍保存原岩层层理迹象的范围,则可与勘查类型和勘查阶段同距同网;(4)普查、详查阶段中工程矿体边界A/S的取值可在1.8～2.6之间,以保证块段矿体中的A/S值达到工业要求即可。     

Basal‐topographic control of stationary ponds on a continuously moving landslide

The Slumgullion landslide in the San Juan Mountains of southwestern Colorado has been moving for at least the last few hundred years and has multiple ponds on its surface. We have studied eight ponds during 30 trips to the landslide between July 1998 and July 2007. During each trip, we have made observations on the variability in pond locations and water levels, taken ground‐based photographs to document pond water with respect to moving landslide material and vegetation, conducted Global Positioning System surveys of the elevations of water levels and mapped pond sediments on the landslide surface. Additionally, we have used stereo aerial photographs taken in October 1939, October 1940 and July 2000 to measure topographic profiles of the eight pond locations, as well as a longitudinal profile along the approximate centerline of the landslide, to examine topographic changes over a 60‐ to 61‐year period of time. Results from field observations, analyses of photographs, mapping and measurements indicate that all pond locations have remained spatially stationary for 60–300 years while landslide material moves through these locations. Water levels during the observation period were sensitive to changes in the local, spring‐fed, stream network, and to periodic filling of pond locations by sediment from floods, hyperconcentrated flows, mud flows and debris flows. For pond locations to remain stationary, the locations must mimic depressions along the basal surface of the landslide. The existence of such depressions indicates that the topography of the basal landslide surface is irregular. These results suggest that, for translational landslides that have moved distances larger than the dimensions of the largest basal topographic irregularities (about 200 m at Slumgullion), landslide surface morphology can be used as a guide to the morphology of the basal slip surface. Because basal slip surface morphology can affect landslide stability, kinematic models and stability analyses of translational landslides should attempt to incorporate irregular basal surface topography. Additional implications for moving landslides where basal topography controls surface morphology include the following: dateable sediments or organic material from basal layers of stationary ponds will yield ages that are younger than the date of landslide initiation, and it is probable that other landslide surface features such as faults, streams, springs and sinks are also controlled by basal topography. The longitudinal topographic profile indicated that the upper part of the Slumgullion landslide was depleted at a mean vertical lowering rate of 5.6 cm/yr between 1939 and 2000, while the toe advanced at an average rate of 1.5 m/yr during the same period. Therefore, during this 61‐year period, neither the depletion of material at the head of the landslide nor continued growth of the landslide toe has decreased the overall movement rate of the landslide. Continued depletion of the upper part of the landslide, and growth of the toe, should eventually result in stabilization of the landslide. Published in 2008 by John Wiley & Sons, Ltd.     

非均质软土基坑抗隆起稳定性的极限分析方法

考虑到实际工程中土体非均质以及软土地区基坑开挖过程中土体稳定性的特点,将极限分析上限方法应用于非均质软土基坑抗隆起稳定分析计算中,讨论了极限分析方法的适用性问题。选用Prandtl机构建立了非均质软土地区基坑抗隆起稳定分析的运动许可速度场,根据速度场推导了极限分析上限方法的计算公式。讨论了该方法中土体强度、基坑宽度、支护墙体入土深度、基岩埋置深度等因素对坑底抗隆起稳定的影响。通过几个工程的计算与对比,验证了该方法的适用性和优越性。     

竖直受力桩的影响半径rm讨论

提出计算竖直受力桩的位移协调法,具有模型简单、参数易取的优点。用来分析桩侧土影响半径rm,结果表明,随着桩顶荷载P增大,桩长细比L/d增大,都会使rm扩大;土质越好,rm越小。此外,也说明,现行建筑基础规范中有关桩间距规定的合理性。     

The Verification and Significance of Three Approaches to Longitudinal Stresses in High–resolution Models of Glacier Flow

With the purpose of improving the ice physics underpinning time–dependent glacier flowline models, three independent approaches for solving longitudinal stresses in glaciers are discussed and verified by application to Haut Glacier d'Arolla. To highlight any shortcomings, the reduced and much utilised driving stress approximation is also applied and compared. Modelled velocity patterns using the three full stress schemes exhibit consistency with one another and good coincidence with observed velocities for the 1991 summer melt season. Furthermore, these stress patterns indicate that longitudinal stresses are significant and of a similar order of magnitude as the basal shear stress components. However, the driving stress approximation yields erratic fluctuations in the stress and velocity fields which are neither realistic in terms of mass continuity nor agree with observations. Basal decoupling experiments indicate a complex relationship between basal velocity and englacial stresses with considerable dampening of any basal perturbation occurring as it is dissipated towards the surface and transferred throughout the ice mass. The driving stress approximation fails to account at all for any such coupling. Experiments to identify the length scale over which longitudinal effects operate indicate that they are significant even up to 10 ice thicknesses. The implication here is that longitudinal stresses play a significant role in determining glacier dynamics on length scales up to at least 2 km and that the predictive power of models of glacier flow based purely on the driving stress approximation is therefore subject to significant limitations. Inclusion of longitudinal stresses overcomes one of the main limitations imposed on such models and, given the potential ease of incorporation of the schemes described here, this deficiency may readily be resolved.     

路堤荷载下碎石桩处理软基沉降计算

以沉降控制为目的的碎石桩复合地基,其沉降计算在设计、施工中具有重要地位。本文基于典型的桩土单元体模型,建立了复合地基体积压缩系数与复合地基弹性模量的关系,考虑施工中的时间因素及相应的固结度对沉降的影响,提出相应的沉降计算公式,并结合四川省遂-资高速公路软基变形监测的数据进一步验证其可行性。研究表明本算法计算值比实测沉降约大10% ～20%。填筑过程中,计算沉降历时曲线与实测曲线拟合较好,更接近实测值;在此基础上,初步探讨了影响路堤荷载下碎石桩处理软基沉降变化的因素,得出桩径、桩间距对其影响较为明显。同时结合本例,建议布桩时桩间距与桩径比值最好控制在2～4之间。     

马兰煤矿主斜井底水仓底板加固防治水方法

山西太原古交矿区马兰煤矿主斜井底水仓布置在奥陶系顶部隔水关键层内,其底板为奥陶系峰峰组灰岩,隔水层厚度4.17 m,受到底板奥灰承压含水层的严重威胁。为了消除突水隐患,在水仓底板岩石变形破坏机理模拟研究的基础上,同时考虑到研究区奥灰含水层距离近、水量大的特殊情况,探索出一种新型注浆加固方法对水仓底板进行注浆加固,并取得了良好效果。设计为一钢筋混凝土盖先覆于水仓底板上,同时用加强筋与围岩连接,之后再采用浅孔低压与深孔高压交替注浆充填的方法进行加固。此方法使水仓底板与围岩成为一个整体,对浆液起到封闭作用,使底板更加稳固。     

不同断面混合工法小净距隧道施工影响分析

厦门市轨道交通1号线某地铁车站站后设置停车线,依据工程图纸,左线隧道和停车线采用双线单洞大断面暗挖法施工（CRD工法）,隧道直径11.53m,右线隧道采用盾构法施工,隧道直径6.2m,两隧道净距3.85m。本文应用三维动态数值模拟的方法,对不同断面、混合工法、小净距双线隧道的施工顺序进行了研究,并分析了两隧道净距对先行隧道的影响。研究结果表明：1）采用先小后大的施工顺序（即先采用盾构法施工右线隧道,后采用大断面暗挖法施工停车线）可有效减小地表沉降、邻近建筑物变形及隧道结构体系变形。2）当两隧道净距大于1.5D（D为大断面隧道直径）时,后行隧道施工对先行隧道影响较小,附加变形小于3mm。3）大断面暗挖隧道中隔墙拆除阶段对地表沉降量及邻近建筑物变形影响较大,对于此时的变化速率应加以重视。研究结果对相关工程的设计和施工具有一定的借鉴意义。     

论中国大陆基底构造

中国大陆基底可以分为４个区域：西域克拉通和东亚克拉通具太古代－早元古代变质基底,蒙藏增生陆块与华南增生陆块为元古代基底．在西域克拉通内可以识别出南塔里木陆核分布区、准噶尔陆核分布区与伊犁陆核;在东亚克拉通内可以勾画出燕吕陆核分布区、黄淮陆核分布区、秦岭陆核分布区和扬子陆核分布区．在克拉通形成的同时或稍后,在克拉通的两侧发育巨型基底断裂．在东亚克拉通的东西侧为郯庐断裂带与东亚克拉通西缘断裂带;在西域克拉通的南北为阿尔金断裂带与阿尔曼大断裂带．在蒙藏地块中部通过的日喀则－狼山断裂带是位于两克拉通之间的重要断裂带．     

岩体不连续间距数学模型的一个修正函数

不连续间距对岩体性质具有十分重要的意义。基于无限长测量线得到的岩体不连续间距的负幂指数分布是最重要的一种概率分布密度, 为纠正因用有限长测量线而带来的不连续间距的分布误差, 本文提出了一个封闭形式的修正函数。结果表明, 该法可显著减少不连续间距的相对误差, 从而可以采用较短的测量线来测量岩体的不连续间距。