气举反循环钻深度的理论计算与加深试验   总被引：2，自引：0，他引：2  

耿令强 《中国煤田地质》2001,13(2):86-87

运用气举反循环钻进、在满足一定条件下适当增加双壁钻具长度即可得到较大钻进孔深，本文通过理论计算及实验，证实了使用现有设备，气举气循环可以更好的满足超午米深水井的施工要求。  相似文献   

关于吉林地区挖孔桩设计问题的探讨     

李向群  袁铁铮 《吉林大学学报(地球科学版)》2001,31(4):372-375

探讨了在吉林地区高层建筑中有关桩基规范执行及设计施工过程中常见的问题。通过对不同直径的桩端进入持力层深度的对比 ,明确 2d与 4d的对比要求 ,即持力层厚度的保证比进入持力层深度更重要。针对通长配筋“一通到底”的设计给施工带来的不便及浪费提出了新的建议。通过实践给出“α”角的建议值 ,既能减小扩大桩头斜面上受到卸荷后侧土压力 ,又可减少施工时的坍方。最后对降水及护壁提出了结合实际地质情况的 4种方法。  相似文献   

Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan   总被引：1，自引：0，他引：1  

Hoe I. Ling  Dov Leshchinsky  Nelson N. S. Chou 《Soil Dynamics and Earthquake Engineering》2001,21(4):3087

This paper gives an overview on the application of geosynthetic-reinforced soil structures in Taiwan. Taiwan has an unique topography and geotechnical conditions that rendered a less conservative and more challenging design compared to that of North America, Europe and Japan. The Ji-Ji (Chi-Chi) earthquake of 1999 gave an opportunity to examine the behavior of reinforced soil structures. The performance of several modular-block reinforced soil retaining walls and reinforced slopes at the vicinity of the fault was evaluated. Reinforced structures performed better than unreinforced soil retaining walls. The failure cases were highlighted and the cause of failure was identified. The lack of seismic design consideration could be a major cause of failure. The compound failure mode, the inertia force of the blocks, and the connection stiffness and strength relative to the large dynamic earth pressure, were among major items that would warrant further design consideration.  相似文献   

Stratigraphic Correlation of the Malusok Volcanogenic Massive Sulfide Deposits, Southern Mindanao, Philippines     

Cliff L. QUERUBIN  Graciano P. YUMUL Jr. 《Resource Geology》2001,51(2):135-143

Abstract: Two adjacent volcanogenic massive sulfide (VMS) deposits, the Main Malusok and the Malusok Southeast, are delineated within Barangay Tabayo, Siocon, Zamboanga del Norte, Mindanao, Philippines. These deposits comprise massive to semi-massive sulfide lenses representing the down-dip equivalent of oxidized gossans. The massive sulfides have a primary mineral assemblage of pyrite-chalcopyrite-sphalerite with significant amounts of supergene copper in the form of chal-cocite. Owing to structural and metamorphic overprinting combined with intense alteration, primary textures are generally obliterated. Rock types are classified according to dominant mineral assemblages whereas the main lithologic units comprising the Malusok volcanic package are divided based on the position of each unit relative to the mineralized zone. The main lithologic units are designated as the hanging wall, the host, and the footwall sequences. In correlating the stratigraphy of the Main Malusok zone with that of the Malusok Southeast zone, a chlorite/epidote-rich interval located at the base of the hanging wall sequence serves as a distinct stratigraphic marker from which all lithologies are referred to. Comparisons between the stratigraphy of the two areas show that massive to semi-massive sulfide lenses are confined within a single stratigraphic interval representing the favorable horizon for the entire Malusok area. However, differences exist relative to style of mineralization and configuration of the altered interval between the Main Malusok and the Malusok Southeast VMS deposits. Based on characteristics exhibited by each individual deposit, it is inferred that the Main Malusok VMS deposit overlies a feeder zone whereas the Malusok Southeast sulfide lenses represent satellite deposits and transported blocks.  相似文献   

成槽作业中泥浆的护壁作用分析   总被引：1，自引：0，他引：1       下载免费PDF全文

李小青  潘鸿宝 《探矿工程》2001,(4):21-23

根据土层的物理力学性质、地下水位分析护壁泥浆对地下连续墙槽壁稳定性的影响，导出槽壁稳定性数学模型公式，并提出相应的护壁措施，防止槽壁的坍塌。  相似文献   

上海地区村镇民房震害预测方法探讨——以宝山区(Ⅵ度)震害预测为例     

陈绍福  何越教 《上海国土资源》1992,(2)

本文通过对上海地区地震危险性分析,论述了上海地区开展村镇民房震害预测的必要性。根据上海地区的建筑特点,并以宝山区Ⅵ度震害预测为例,对上海地区村镇民房震害预测方法的可行性进行了探讨。  相似文献   

X射线荧光探矿技术在福建紫金山铜矿区的应用效果     

许春林 《物探与化探》1993,17(2):116-119

应用放射性同位素x射线荧光分析仪测定各种元素含量在许多文献中均有报道。本文主要介绍84A86型轻便x射线荧光分析仪首次在福建省紫金山铜矿区测定粉末样、块状岩心、坑道壁中铜矿的含量及其所取得的经济效益。  相似文献   

Studies on the Tolerating Mechanism for Sulfide in Urechis Unicinctus (Echiura:Urechidae)-cytological observation on Urechis Unicinctus in Different Hydrogen Sulfide Environment   总被引：5，自引：0，他引：5  

张志峰  邵明瑜  康庆浩  金在敏 《中国海洋湖沼学报》2003,21(1):86-90

This study on the cytological changes of the body wall ,aspiratory intestine and crissal bursa in Urechis unicincuts by light microscope(LM) and transmission electron microscope(TEM) showed that the difference between the body wall and the natural environment rich in H2S was not obvious,that the wall color of the aspiratory intestine in H2S rich environment changed from normal semitransparency to dark brown.that its epithelia were disassembled and the electron density of its cytoplasm matrix was lower;and that in H2S rich environment many basoplhilic granules occurred in the epithelia of the crissal bursa.Granules with single membrane and myelinefingure were found with TEM.  相似文献   

四种湍流模型对空化流动模拟的比较   总被引：4，自引：2，他引：4       下载免费PDF全文

钱忠东  黄社华 《水科学进展》2006,17(2):203-208

采用四种湍流模型对NACA66水翼空化流动进行模拟,分析了不同湍流模型和壁面函数对空化流动模拟结果的影响.分析结果表明:ASM模型和RNG k-ε模型对空化数不敏感,且计算精度较高;Realizable k-ε模型对空化数的变化很敏感,对不同的空化数计算精度相差很大;标准k-ε模型对空化数不敏感,但精度不高.增强壁面函数法对空化数不敏感,计算精度较高;标准壁面函数法和非平衡壁面函数法对空化数有一定的敏感性,但计算结果差异不大.  相似文献   

谈谈建筑玻璃幕墙的防雷方法     

胡定 《气象研究与应用》2006,27(3):55-57

对建筑玻璃幕墙的雷电危害及防雷措施进行分析,阐述玻璃幕墙防雷的有关做法。  相似文献