大型帐篷构造对贵州天星桥喀斯特石林形成演化的控制作用

贵州黄果树天星桥景区下三叠统安顺组白云岩广泛出露,分布有连片水上石林,其发育在下三叠世台地相与深海盆地过渡的台地边缘相带上,这里海水进退频繁,古海岸带暴露面上大型帐蓬构造十分发育.碳酸盐岩古暴露带这种岩性特征,一则导致岩石充满裂隙及孔洞,极有利于大气降水入渗及地下水的赋存和运移;另则导致岩体软弱结构面密布,岩石的力学强...     

青海省宝玉石资源概况

青海省宝玉石矿产资源丰富,是我国宝玉石资源大省之一。现已发现宝玉石矿产地三十余处。发现宝石类矿物十余种,玉石、彩石、冻石十余种。已开发利用的有:祁连玉、中坝玉、金山玉、玛沁玉、祁连翠玉、乌兰翠玉(美酒玉)、格尔木玉、绿东陵石、红东陵石、绿松石、桃花玉、丹麻彩石、龙也彩石、西宁冻石、玛瑙等。     

利用浮石合成13X型分子筛最佳工艺条件的研究

以吉林省长白山地区的天然浮石为原料，成功地合成了１３Ｘ型分子筛，对其合成路线，反应条件进行了研究，确定了合成１３Ｘ型分子筛的最佳工艺条件，并通过Ｘ射线衍射法及差热分析等手段证明了产物的结构     

北京地质大厦景观石的地质特征

北京地貌呈现"北京湾"特征,北山产铁,西山产煤,平原产地热。地质大厦院内东侧花坛摆放代表地球从老到新5个代(宙)的岩石,西侧花坛摆放阳坊花岗岩,体现了地质学为首都城市发展的贡献。太古代密云岩群表壳岩铁矿曾为首钢铁矿的主要原料,元古代雾迷山组汉白玉大理岩曾用于古都北京的建设,古生代马家沟组石灰岩中流出了优质饮用水,中生代窑坡组煤矿使西山成为中国地质工作的摇篮,新生代马兰黄土是中国最早研究的黄土,中生代形成的阳坊花岗岩曾用于北京1959年十大建筑的基石。     

Underwater Explosion Treatment of Marine Soft Foundation

The consolidation of soft foundation is a problem that commonly appears in harbor construction engineering on muddy coast. Introduced in this paper is the experimental study on underwater explosion treatment of soft foundation, including the regulations of explosion hollow development and medium movement, the law of similarity of densification and settlement of filled stone mass by shock wave pressure and explosion energy and their construction technologies, etc. A number of projects have been completed by applying this new technique, and the technique itself has been proved practicable.     

Patterned ground formation and penetrative convection in porous media

Abstract

A theoretical explanation is advanced consisting of a five stage process for the formation of polygonal ground which consists of stone borders forming regular hexagons and soil centres. One of these stages, namely the onset of convection in a porous soil between temperatures of 0°C and approximately 4-6°C, is studied analytically. Darcy's law is employed but variable permeability is allowed for and a parabolic density dependence on temperature is assumed. It is found that the theoretical predictions of the aspect ratio agree very well with field studies when a constant upper surface heat flux condition is imposed and an upwardly stratified permeability is chosen. Field study data, which agree very well with the theory, are reported in detail.     

冲孔灌注桩桩孔纠偏预防技术研究及应用

冲孔灌注桩虽然在各类地层都具有广泛的适用性,但是在复杂地质条件下,极易发生偏孔。结合某高层建筑冲孔灌注桩施工中频繁偏孔的情况,对冲孔过程中的偏孔问题进行全面分析研究。以桩孔纠偏预防为目标,从应对孤石和斜硬岩层2个方面来针对性进行研究,应对孤石时,合理控制钻头、冲程及冲孔频率;应对斜硬岩层时,研究了钻头增厚硬质合金块改进技术。经现场应用,有效地避免了偏孔的产生。     

贵州关岭大寨崩滑碎屑流灾害初步研究

2010年6月28日,贵州省关岭县岗乌镇大寨村发生特大型崩滑碎屑(石)流灾害,造成99人死亡或失踪。通过现场考察崩滑区的地质环境与斜坡岩体结构,认为斜坡体由似"干砌块石结构"的裂隙化岩体组成是发生崩溃式破坏的主要内在原因。超常暴雨(过程雨量237mm)条件下斜坡岩体后缘裂缝充水形成持续的"水楔作用"是斜坡岩体松动、倾倒垮塌的主要外部引发因素。碎屑(石)流块度的空间分布具有从源头向沟口逐次减小,碎屑(石)流运动冲击高度逐步降低,冲击速度逐步减小,并显示4个能级4个冲程的特点。根据动势能守恒定律,计算了每个冲程的最大速度,得出第1冲程为高速崩滑,其它冲程属于碎屑(石)流动冲击。未发现区域天然地震、光照水库诱发地震与外围历史采矿活动与本次事件相关的直接证据。由于滑坡后缘仍存在不稳定岩体,碎屑(石)流堆积体上多处分布直径3～5m的堰塞塘,说明碎屑(石)空隙的排泄能力不足,在未来暴雨条件下引发新的崩滑或形成沟谷型泥石流的可能性是存在的。     

Twenty‐year weathering remeasurements at St Paul's Cathedral,London

Microerosion meter (MEM) measurements of the surface height of the balustrade of St Paul's Cathedral, London, have been repeated in the year 2000 following earlier measurements in 1980, 1981, 1985 and 1990. Methodological sources of error mean that while the measurements were made to 0·0001 mm, the data are reliable to two decimal places. There was a reduction in the mean erosion rate on horizontal sites from 0·045 mm a^?1 in the period 1980–1990 to 0·025 mm a^?1 in 1990–2000. Decreases in atmospheric SO₂ levels from 20–25 ppb in 1980–1982 to around 10 ppb in 1990–2000, offer a causal explanation. The surface topography evolved more erratically in 1990–2000 than before, with much, but not all, of the more microelevated areas showing greater, and often more variable erosion. There are also indications of less erosion and more surface rises in low‐lying microareas on horizontal sites which is interpreted as possible deposition and/or microfloral growth in wetter depressions, the pattern being largely absent on a well drained vertical site. Copyright © 2001 John Wiley & Sons, Ltd.