破碎地层孔壁稳定技术的探讨与实践

在破碎地层钻探施工中,提高破碎带地层破碎岩块之间的胶结力、快速封堵地层裂缝形成完整孔壁及适当的冲洗液密度是破碎地层孔壁稳定的关键。防塌型随钻堵漏剂、改性沥青的加入能有效封堵地层裂缝,提高孔壁承压能力。LBM冲洗液体系和接枝淀粉冲洗液体系具有良好的造壁性能和流变性能,在破碎地层施工中取得良好的使用效果。     

云南香格里拉春都斑岩铜矿区围岩蚀变及矿化特征

春都斑岩铜矿床地处著名的印支期中甸-义敦岛弧成矿带南端。矿区出露闪长玢岩-花岗闪长斑岩复式岩体,成矿岩体为印支晚期的花岗闪长斑岩。围绕成矿岩体,围岩蚀变强烈,蚀变分带明显,由中心向外,依次出现硅化钾化带→绢英岩化带→硅化带→硅化黑云母化带→青磐岩化带→绢云母化及泥化带。区内蚀变与矿化关系密切,蚀变类型决定矿化程度,蚀变...     

砂卵石地层中防渗墙槽壁稳定性影响因素研究

地下连续墙或防渗墙施工中槽孔的开挖是极其重要的分项工程,泥浆护壁条件下槽壁的稳定性影响因素很多．应用ABAQUS有限元软件,考虑泥浆的渗透,模拟计算不同密度的泥浆以及泥浆分层后槽壁的位移,对槽壁的稳定性进行分析．经对槽壁位移值的分析得到泥浆密度增大槽壁的位移随之减小以及减小的幅度,随着泥浆的沉淀,槽壁位移增大．研究可为...     

新疆白干湖钨锡矿区岩心钻探施工技术

随着西部大开发及国家三五八工程的开展,新疆昆仑山脉高海拔无人区成为地质找矿的重点,如何提高昆仑山脉钻孔钻探施工的效率,是当前岩心钻探施工的重点。通过白干湖钨锡矿岩心钻探的施工情况论述了该工程的施工经验和方法。     

流滑型崩岸河岸侧蚀模式初探

流滑型崩岸是冲积河流河岸常见的一种崩塌形式,其发展速度快、破坏力强;该类崩岸主要取决于水流的直接冲刷,河岸崩退过程中水面与岸顶高差较小.依据此类崩岸的特征,基于水流冲刷分析,在基础层面上初步探讨并建立了流滑型崩岸的河岸侧蚀模式.结合水槽试验与土工离心模拟试验,对该模式进行了分析研究,初步率定了模式中的河岸侧蚀系数,计算...     

Numerical study on the bifurcation of the North Equatorial Current

A 1.5-layer reduced-gravity model forced by wind stress is used to study the bifurcations of the North Equatorial Current(NEC).The authors found that after removing the Ekman drift,the modelled circulations can serve well as a proxy of the SODA circulations on the σθ=25.0 kg m～-3 potential density surface based on available long-term reanalysis wind stress data.The modelled results show that the location of the western boundary bifurcation of the NEC depends on both zonal averaged and local zero wind stress curl latitude.The effects of the anomalous wind stress curl added in different areas are also investigated and it is found that they can change the strength of the Mindanao Eddy(ME),and then influence the interior pathway.     

达陕高速金竹山隧道涌水塌方的综合处治研究

在调查隧道K64 +664～ K64+ 674段涌水塌方特征的基础上,从地质结构和地层岩性分析其成因.相应地,建立综合工作程序,采用”超前双排长管棚+小导管+注浆+三台阶法施工+瓦斯监测”的综合方案.对灾害进行处治,效果明显.     

An empirical formula for friction coefficient of a perforated wall with vertical slits

The friction coefficient in the permeability parameter of a perforated wall has been estimated on the basis of a best fit between measured and predicted values of such hydrodynamic coefficients as reflection and transmission coefficients. In the present study, an empirical formula for the friction coefficient is proposed in terms of known variables, i.e., the porosity and thickness of the perforated wall and the water depth. This enables direct estimation of the friction coefficient without invoking a best fit procedure. To obtain the empirical formula, hydraulic experiments are carried out, the results of which are used along with other researchers' results. The proposed formula is used to predict the reflection and transmission coefficients of various types of structures including a perforated wall. The concurrence between the experimental data and calculated results is good, verifying the appropriateness of the proposed formula. It is also shown that the proposed formula can be used for irregular waves as well.     

引水灌区黄土地质灾害成因机制与防控技术 ——以黄河三峡库区甘肃黑方台移民灌区为例

黄土是具有水敏性的特殊类土,遇水后性质发生明显变化,甚至引发地质灾害.甘肃黑方台地区由于引水灌溉引发的滑坡和黄土湿陷等灾害十分严重,也很典型,已成为地质灾害研究和工程实践的热点地区之一.针对引水灌区黄土地质灾害成因机制研究与防控技术中存在的问题,以黑方台地区为例,从灌溉水入渗引起的地下水动力场与黄土工程地质性质响应及其诱发的黄土滑坡和黄土湿陷灾害等方面开展了国际合作研究.研究表明,40余年引水灌溉导致台塬中心部位地下水位上升了20m,升幅为0.476m/a,导致滑坡灾害频发,平均每年发生3～4次,引起黄土湿陷总量达5.9m,非饱和黄土和湿陷系数小于0.015的黄土所引起的湿陷量达到2.16m,对黄土湿陷性研究提出新的挑战.灌区地质灾害风险防控的关键是改变灌溉模式,减少地下水补给,实施排水工程,有效地降低斜坡地带的地下水位.     

Oligo-Miocene extension in the Lycian orogen: evidence from the Lycian molasse basin,SW Turkey

The Lycian molasse basin of SW Turkey is a NE-SW-oriented basin that developed on an imbricated basement, comprising the allochthonous Mesozoic rocks of the Lycian nappes and Palaeocene-Eocene supra-allochthonous sediments. The imbricated basement has resulted from a complex history related to the emplacement of different tectonic units from Late Cretaceous to Late Eocene. Following imbrication, extensional collapse of the Lycian orogen resulted in extensive emergent areas, some of which coincide with present-day mountains. These were surrounded by interconnected depressions, namely, the Kale-Tavas, Çardak-Dazk?r? and Denizli subbasins.

The Lycian molasse sequence contains a relatively complete record of the tectonic history of the Lycian orogenic collapse from which it was derived. The sequence is characterised by interdependence between tectonism and sedimentation, the latter of which includes fining-and coarsening-upward sedimentary cycles with syn-depositional intrabasinal unconformities.

The Denizli subbasin consists of thick, coarse-grained wedges of alluvial fans and fine-grained fan-delta deposits formed in a shallowmarine environment. Some areas of the fan deltas were colonised by corals, red algae and foraminifera, forming patch reefs.

The first phase of extensional collapse in the region is marked by the Lycian orogenic collapse, which may have been initiated by the beginning of the Oligocene (Rupelian), following the main Menderes metamorphism. Starting in the latest Early Miocene or in the Middle Miocene, the area of the molasse basin was subject to deformation with the Lycian nappes, and to erosion as well. At that time, the Lycian nappes, with some ophiolitic assemblages, were thrust over the molasse deposits and thus, NE-SW-trending folds were formed. The molasse deposits and thrust-related deformational structures were then unconformably covered by Upper Miocene continental deposits which belong to the neotectonic period of SW Turkey. The second phase of extensional collapse is marked by granitic intrusions and the formation of Miocene detachment-related extensional basins. This phase may have been related to the exhumation of the gneissic core of the Menderes Massif, from which fragments were derived and incorporated into the upper parts of the Denizli subbasin during the Aquitanian.