Rotation Center and Horizontal Bearing Capacity of the Bucket Foundation in Soft Ground     

Xiaowei Tang  Xiwen Zhang  Qi Shao  Zhenqing Li 《Marine Georesources & Geotechnology》2016,34(6):594-601

In the last 20 years, the bucket foundation has been developed as a new type of offshore platform structure. Because of its short period of application to engineering practices, the theoretical decision on the rotation center and horizontal bearing capacity of the bucket foundation has yet to be agreed. A limit analysis method is used to determine the updated rotation center position and horizontal bearing capacity to evaluate the failure mechanisms of the bucket foundations. The results are compared with numerical simulation and experiments, and also with other theoretical methods. The proposed method can satisfactorily consider the engineering conditions and the result is accurate in determining the rotation center and horizontal bearing capacity.  相似文献   

Field Evaluation of the Vertical Bearing Capacity of a Screw Pretensioned Spun High-Strength Concrete Pile     

Yongkyu Choi  Dong-Chul Kim  Tae-Hyung Kim 《Marine Georesources & Geotechnology》2016,34(5):474-485

This study has evaluated the vertical bearing capacity by conducting static load tests for noise-free and vibration-free screw pretensioned spun high-strength concrete (PHC) piles installed using two different methods (end-squirting shoe and pre-boring methods). Vertical bearing capacity differences seem to occur due to the displacement of soils near the external circumference of a pile, depending on the installation method. A method by which to evaluate the bearing capacity of screw concrete piles is suggested by considering the equations that already have been used to calculate the bearing capacity of piles. Based on static load tests and analysis, the pile installed using the end-squirting shoe method was assumed to be a bored pile and it was reasonable to use the equation proposed by the Japanese Geotechnical Society. At the same time, the pile installed using the pre-boring method was deemed a low soil displacement pile and so it was reasonable to apply the equations proposed for calculating the bearing capacity of the driven pile suggested by the Architectural Institute of Japan.  相似文献   

Dual Control of Depositional Facies on Uranium Mineralization in Coal‐bearing Series: Examples from the Tuanyushan Area of the Northern Qaidam Basin,NW China     

GUO Biao  SHAO Longyi  WEN Huaijun  HUANG Guangnan  ZOU Mingjun  LI Yonghong 《《地质学报》英文版》2018,92(2):733-754

The uranium deposits in the Tuanyushan area of northern Qaidam Basin commonly occur in coal-bearing series. To decipher the U-enrichment mechanism and controlling factors in this area, a database of 72 drill cores, including 56 well-logs and 3 sampling wells, was examined for sedimentology and geochemistry in relation to uranium concentrations. The results show that coal-bearing series can influence uranium mineralization from two aspects, i.e., spatial distribution and dynamic control. Five types of uranium-bearing rocks are recognized, mainly occurring in the braided river and braided delta sedimentary facies, among which sandstones near the coals are the most important. The lithological associations of sandstone-type uranium deposits can be classified into three subtypes, termed as U-coal type, coal-U-coal type, and coal-U type, respectively. The coal and fine siliciclastic rocks in the coalbearing series confined the U-rich fluid flow and uranium accumulation in the sandstone near them. Thus, the coal-bearing series can provide good accommodations for uranium mineralization. Coals and organic matters in the coal-bearing series may have served as reducing agents and absorbing barriers. Methane is deemed to be the main acidolysis hydrocarbon in the U-bearing beds, which shows a positive correlation with U-content in the sandstones in the coal-bearing series. Additionally, the δ13 C in the carbonate cements of the U-bearing sandstones indicates that the organic matters, associated with the coal around the sandstones, were involved in the carbonation, one important component of alteration in the Tuanyushan area. Recognition of the dual control of coal-bearing series on the uranium mineralization is significant for the development of coal circular economy, environmental protection during coal utilization and the security of national rare metal resources.  相似文献   

“松科二井”用硬岩长寿命钻头的设计与应用     

李春  沈立娜 《探矿工程》2018,45(2):56-60

为提高“松科二井”在深井硬岩钻进中的寿命与效率,选用了高性能胎体材料、高强度焊接材料,并采用了合理的钻头结构与水路结构设计,研制的φ216/124 mm金刚石取心钻头在“松科二井”取得了良好的效果,本文介绍了适用于深井硬岩的金刚石钻头的设计及应用效果。  相似文献   

软土区旋喷式插筋微型桩工艺试验研究     

吴越琛  王进明  陆舟超 《探矿工程》2018,45(12):74-78

软土地质条件下建筑物的沉降变形和承载力要求越来越高,对基础施工工艺提出了较高要求。在高压旋喷施工工艺的基础上,提出旋喷式插筋微型桩施工工艺,开展了微型桩工艺试验研究,结果表明该工艺大幅提高了单桩桩基承载性能,为实际工程应用提供了技术数据支持。  相似文献   

西藏雅鲁藏布江缝合带中段日喀则地幔橄榄岩中发现金刚石等异常矿物   总被引：1，自引：0，他引：1  

徐向珍  杨经绥  熊发挥  巴登珠  张仲明  李源 《地质学报》2018,92(7):1389-1400

本文报道了雅鲁藏布江缝合带中段日喀则蛇绿岩地幔橄榄岩中发现与该带东西段蛇绿岩岩体中相似的金刚石和特殊地幔矿物群。日喀则地幔橄榄岩体以方辉橄榄岩为主,含少量二辉橄榄岩和纯橄岩,辉石岩和辉长岩呈脉状产在方辉橄榄岩中。通过重砂分选实验,在465kg的方辉橄榄岩大样中发现了30余种特殊矿物群,包括金刚石、自然金、自然铬、自然铜等自然元素矿物类;碳硅石等碳化物类;方铁矿、赤铁矿、磁铁矿、刚玉、铬尖晶石、金红石、锡石、黑钨矿等氧化物类;镍黄铁矿、方铅矿、辉钼矿、辉锑矿、闪锌矿、毒砂等硫化物类;Ag-Au等合金矿物类;橄榄石、辉石、锆石等硅酸盐岩类;白钨矿等钨酸盐岩类;萤石等氟化物类。金刚石和自然金、自然铬、自然铜连同碳硅石的发现表明岩体存在强还原环境,这套特殊矿物组合指示日喀则地幔橄榄岩可能与雅鲁藏布缝合带其他蛇绿岩一样,经历了深地幔演化过程。  相似文献   

赞比亚铜带省谦比希盆地含矿地层地球化学特征、物源属性及其成矿地质背景研究     

卢宜冠  孙凯  覃鹏  何胜飞  张航  龚鹏辉  许康康  任军平  郭硕  涂家润 《地质学报》2021,95(4):1082-1099

中非铜钴成矿带是全球重要的铜资源产地和最大的钴资源产地,其中赞比亚成矿带内90％铜(钴)资源蕴含于赞比亚铜带省的沉积型矿床中.本文选取铜带省中部谦比希盆地内穆旺巴希铜矿、谦比希西铜矿和谦比希东南铜钴矿为研究对象,对矿床(体)赋矿层位开展岩相学、主微量元素、稀土元素研究,分析其物源区组成和构造环境,探讨铜钴成矿地质背景.岩相学特征表明,赋铜(钴)地层岩性主要为敏多拉组砂岩、细砂岩和基特韦组页岩、粉砂岩、板岩、石英岩等.稀土元素标准化配分曲线呈现轻稀土富集、重稀土平坦和铕负异常特征.成分变异指数(ICV)与化学蚀变指数(CIA)的研究表明源区未遭受强的沉积物再循环及化学风化作用,从穆旺巴希矿床、谦比希西矿体到谦比希东南矿体,含矿地层风化作用逐渐减弱,沉积环境由温暖、湿润气候向寒冷、干燥气候转变.岩石地球化学判别图解显示含矿地层物源主要为长英质沉积岩和火成岩,构造性质长期处在以被动大陆边缘为主,主动大陆边缘和大陆岛弧次之的环境中.其中含钴的基特韦组地层的物源中可能伴有少量镁铁质成分的加入,构造背景主要为大陆岛弧环境.综合区域成矿年代学研究,中非成矿带铜钴成矿具有多期性,地层物源属性、沉积成岩期的氧化-还原环境以及区域构造事件最终导致了赞比亚成矿带铜钴成矿的差异性.  相似文献   

河南产宝石级高温高压合成钻石的谱学特征及电磁性研究     

杨池玉  陆太进  张健  宋中华  陈华  柯捷  何明跃 《岩矿测试》2021,(2):217-226

为快速鉴定高温高压(HPHT)合成钻石,前人已开展了系统的发光特征和谱学特征研究,但对比性分析较少,且对电学性质和磁学性质关注不多。本文结合常规宝石学观察、高精度谱学测试以及导电性和磁性测试,对49粒无色、黄色样品进行了深入研究和对比分析。结果表明:①铁、钴、镍等金属元素的触媒残余是HPHT合成钻石的磁性来源,测试样品均能被磁强达到12000Gs的磁棒吸引。②无色HPHT合成钻石为Ⅱa+Ⅱb型钻石,硼元素的存在导致其具有良好的导电能力,且随着硼含量的增多,导电能力逐渐增强;黄色样品为Ⅰb+ⅠaA型钻石,约三分之一的孤氮转化为A集合体,揭示合成钻石在生长完成后经过了高温退火处理。③硼元素的普遍存在,以及氮元素主要以孤氮原子和A集合体的方式存在,导致了HPHT合成钻石的特征红外光谱;HPHT合成钻石中常含有氮、镍、硅等杂质元素引起的晶格缺陷,导致了特征的光致发光光谱。④无色HPHT合成钻石具有强蓝绿色荧光和磷光,黄色HPHT合成钻石具有绿色荧光,可见明显的立方体-八面体分区现象。本研究表明:谱学特征和发光特征仍然是筛查鉴定HPHT合成钻石的重要依据。现生长技术下合成的HPHT合成钻石在导电性和磁性两方面也与天然钻石存在明显差异,可以作为快速鉴定合成钻石的辅助性依据。  相似文献   

成层软土地基预固结处理后桩基水平承载力估算方法     

黄朝煊  袁文喜  胡国杰 《岩土力学》2021,(1):113-124,134

目前通过对软土地基预加固处理来提高桩基水平承载力已被工程界认可,但如何在工程前期设计过程中估算软土地基预处理后桩基水平承载力提高值仍是技术难点。基于此,参考Bowles[1]的地基土水平抗力计算式,同时考虑成层软土地基预排水固结处理影响,通过数学推导,推求出根据原状软土室内土工试验抗剪强度指标及预加固处理时间,估算软土地基预处理后桩基水平承载力提高值的实用计算方法。考虑桩侧土弹塑性屈服影响,推导出成层软土中水平受荷桩弹塑性解析解及塑性区深度的计算式,给出了桩顶水平位移、桩身最大弯矩的无量纲计算式及相关计算源代码。依托于浙江省某水闸桩基工程案例,根据提出的计算方法对桩基水平承载力、桩顶水平位移及桩身最大弯矩等性状进行预估计算,并与地基预处理前、后现场试桩检测值进行验证对比,认为桩基水平承载力、桩顶水平位移及桩身最大弯矩等预估计算成果与工程现场试桩的检测值较接近,对类似工程设计具有较好的参考价值。  相似文献   

Geochemistry and Petrogenesis of Late Ediacaran Rare-metalAlbite Granites of the Arabian-Nubian Shield     

Bassam A. ABUAMARAH  Mokhles K. AZER  Paul D. ASIMOW  Habes GHREFAT  Heba S. MUBARAK 《《地质学报》英文版》2021,95(2):459-480

The Abu Dabbab albite granite(ADAG), in the central Eastern Desert of Egypt, hosts the most significant rare metal ore deposit in the northern part of the Neoproterozoic Arabian-Nubian Shield. Here, we report detailed field,petrographic, mineralogical and geochemical investigation of the ADAG, an isolated stock-like granitic body with sharp intrusive contacts against metamorphic country rocks, probably emplaced at about 600 Ma. The fine-grained porphyritic upper unit is a preserved remnant of the shallowly-emplaced apex of the magma chamber, whereas the medium-grained lower unit crystallized at deeper levels under subvolcanic conditions. The peraluminous leucocratic ADAG shares common geochemical characteristics with post-collisional intraplate A-type magmas. In addition to the conspicuous enrichment in Na2 O, the ADAG is remarkable for its anomalous concentrations of Ta, Nb, Li, Hf, Ga, Sn, Zn and heavy rare-earth elements. Nb-Ta minerals in the ADAG are mixed with Fe-Mn oxides, forming black patches that increase in abundance toward of the base of the intrusion. Columbite-tantalite, cassiterite and wolframite are the most important ore minerals.Pronounced negative Eu anomalies(Eu/Eu* = 0.10–0.24) reflect extreme magmatic fractionation and perhaps the effects of late fluid-rock interaction. The ADAG was most likely generated by partial melting of the juvenile middle crust of the ANS as the geotherm was elevated by erosional uplift following lithospheric delamination and it was emplaced at the intersection of lineations of structural weakness. Although formation of the ADAG and its primary enrichment in rare metals are essentially due to magmatic processes, late-stage metasomatism caused limited redistribution of rare metals. Fluid-driven subsolidus modification was limited to the apex of the magma chamber and drove development of greisen, amazonite, and quartz veins along fracture systems.  相似文献