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Tunnel project started from the end of July 2009, has been the company's leaders are most concerned about one of the items. No. 1 tunnel construction more smoothly, was run through January 13 of this year. No. 2 tunnel construction process, there are many uncertain and unpredictable factors, imports of concrete lining of 228 meters, the rock formation is marl, landslides serious digging edge to edge supporting, progress is slow.

隧道工程自2009年7月底开工以来,一直是公司领导最关心的项目之一。1号隧道施工比较顺利,已于今年1月13日贯通。2号隧道施工过程中,存在很多不确定和不可预见因素,进口砼衬砌228米,岩层是泥灰岩,塌方严重,采取边挖边支护,进展缓慢。

This study provides a useful mean for studying the distortion or failure of the marlite slope.

该结论对研究泥灰岩边坡的变形破坏过程有一定的指导作用。

If there are gypsum or thick marlite intervals, bright spots and low velocity anomalies may appear.

当飞一—飞三段内发育有膏盐层或较厚的泥灰岩段时,也会形成"亮点"反射或低速异常体,如果只靠常规剖面或速度反演,就可能造成误解。

Study showed that the degree of expansion of marlite as the backfilling material should be controlled about 90.0%.Then according the effect of compaction test in different measures, the compaction parameter and the quality control index are provided.

研究表明,开挖出来的泥灰岩膨胀岩用作回填材料时,压实度宜控制在90%左右,并根据不同处理措施现场碾压的压实效果,提出了相应处理措施的施工碾压参数及施工质量控制标准建议值。

The results show that the karstification of marlite is influenced by many different factors. Joints and fissures are the most important factors. Different karst morphs come into being during the karst process, including twig-like, ring-shaped, radial pattern, beading-shaped, dispersed and biologic shell shaped ones.

结果表明:泥灰岩的溶蚀作用受不同因素的影响,特别是受节理裂隙发育的影响,形成多种不同的溶蚀形态,包括树枝状、环状及放射状、串珠状、分散状和生物壳状。

The results of laboratory reconstituted permeability tests show that the permeability coefficient of remolded marlite samples is greater than that of the reconstituted clay rock when their dry densities are the same with natural water content.

室内重塑渗透试验结果表明:天然含水率下相同干密度的重塑泥灰岩的渗透系数大于黏土岩,其渗透系数随干密度的增大而减小的速率小于黏土岩,且测得重塑膨胀岩样渗透系数均小于场地的原位渗透系数。

The results of the double ring field tests show that both the permeability coefficient and infiltration depth of the marlite are greater than those of the clay stone, respectively, and that the stable permeability coefficient and infiltration depth obtained in geogrid reinforced field are one-fourth and one-second of those receirved in the treatment field with soil bags, respectively.

原位试验结果表明:泥灰岩的稳态渗透系数及入渗深度均大于黏土岩;格栅加筋处理场地的稳态渗透系数和入渗深度分别约为土袋处理场地的 1/4 , 1/2 。

Influenced by tectonic movement, there were no sediments in the area from Oligocene to Miocene. Appearance of marlite in the Pliocene, especially in Yaqueling region, proved localized depositing environment forming, for which there had only few amount of terrigenous matters to supply. Sedimentary facies association of alluvial fan, fan delta and inland lake appeared at the early and middle stage of lower Pleistocene, and association of fan delta and inland lake appeared at the later stage of lower Pleistocene and the early stage of middle Pleistocene. Net-veined laterite appeared at the top of lacustrine deposit, which reflected pedogenesis taking place after the end of deposition. Such evolution history proves that there had no lager river system traversing this area before the early stage of middle Pleistocene.

对于江汉盆地西缘宜昌地区来说,其沉积及古地理演化表现为:早白垩世为受天阳坪断裂控制的内陆湖泊沉积环境,沉积中心在天阳坪断裂的北侧,此时几乎不存在来自黄陵地区的水系;晚白垩世同样为受断裂控制的内陆湖盆环境,但湖盆面积扩大、断裂活动减弱,且后期出现成化湖相沉积;第三纪早期盆地由断陷盆地转变为坳陷盆地,同时石膏的出现代表了局限咸化湖盆的存在;渐新世—中新世,受构造影响,缺失该时期的沉积;上新世时在鸦鹊岭一带出现的泥灰岩沉积反映了陆源物质供应不足的局限沉积环境的存在;早更新世早中期为冲积扇—扇三角洲—内陆湖泊沉积,早更新世晚期—中更新世早期为扇三角洲—湖相沉积,后期出现沉积结束以后的网纹红土化作用。

For Goupitan Hydropwer Station on Wujiang River,over 1 200 anti-uplift anchor pile s are arranged in the water cushion pool to anchor the non-uniform soft rock strata composed of shale,clay rock,silty clay rock,thin layer of marlite and less medium-fine calcareous sandstones etc.

乌江构皮滩水电站水垫塘部位布置了1200多根抗浮锚桩,对页岩、粘土岩、粉砂质粘土岩,及夹薄层泥灰岩和少量中细粒钙质砂岩等不均质软岩层软岩进行锚固,原设计锚桩的间距为2.2m,为了优化设计,缩短工期,在施工前进行了4根锚桩原位抗拔试验,根据锚桩在抗拔过程中周边一定范围内岩体变形沿径向的分布规律,及破坏时裂隙的扩展形态和范围,确定了锚桩的间距,在此基础上提出了锚桩间距的优化方案,并应用于工程施工。

Leopard limestone is composed of dolomitic and marly materials.

组成豹皮灰岩的物质成分有2种,一为白云质成分的豹斑,其余部分为泥灰质。

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