原位激发微生物成矿加固钙质砂的剪切与压缩特性研究     

王逸杰  蒋宁俊 《高校地质学报》2021,27(6):662-669

钙质砂广泛分布于热带海岸地区,其抗剪强度较低,在较高应力条件下极易破碎。因此,对以钙质砂为主要原料的地基材料进行加固,是海洋岩土工程领域的研究热点。基于尿素水解过程的碳酸钙成矿技术（MICP）是近年来地基材料加固领域的一项新技术。目前广泛使用的生物强化法实现MICP存在成本昂贵及环境适应性差等问题,制约了其大规模工程应用。研究采用原位生物激发MICP法对钙质砂进行加固,并对加固后试样开展直剪和一维压缩试验。结果表明：原位生物激发MICP方法可以在钙质砂中形成有效胶结,胶结水平最大可达6.26%。采用高浓度胶结溶液或增加注射次数可提高胶结水平。同时,加固后钙质砂的最大应力比、最大剪胀角以及残余内摩擦角均随胶结水平增加而显著增大,但竖向应力水平增大会抑制这些力学指标的增大。随胶结水平升高,试样压缩性显著减小;压缩后的原位激发MICP加固钙质砂中,细颗粒与粗颗粒的比例均随胶结水平的增加而增大。  相似文献   

柴达木盆地切12区沉积层序及对油气富集的控制作用     

刘占国  宫清顺  朱超  王鹏  李积永  伍劲  丁学成  庞旭 《地学前缘》2019,26(4):238-249

柴达木盆地昆北油田切12区发育厚层砂砾岩油藏。砂砾岩成因类型及分布规律认识不清是制约油藏开发的关键地质因素。综合利用地质、测井、地震及开发动态等资料,在等时层序地层格架内,系统研究砂砾岩的成因类型、分布规律及其对油气富集的控制作用。研究结果表明,切12区下干柴沟组下段发育冲积扇沉积,可划分出辫状水道、泥石流、漫流沉积、径流水道及洪泛平原5种沉积微相类型,可建立“泛连通体”夹间歇性水道、稳定水道形成的叠置分隔复合水道、辫状水道与漫流沉积侧向相间、径流水道镶嵌于洪泛平原泥岩4个沉积构型单元。垂向上,冲积扇整体表现为粒度下粗上细、湖进退积型的沉积序列;平面发育6个冲积扇体,呈由北向南迁移的规律。沉积相带对油气分布具明显控制作用,沉积构型单元控制油气纵向富集,扇体变迁控制油气平面聚集。  相似文献   

山东大汶河流域中上游古近系含水岩组水文地质特征   总被引：7，自引：0，他引：7       下载免费PDF全文

周乐  刘元晴  李伟  朱庆俊  李凤哲  吕琳  邓启军  马雪梅  何锦 《中国地质》2019,46(2):316-327

利用古近系大汶口组及朱家沟组含水岩组5眼施工钻孔及55眼井孔调查资料,通过岩心、地下水常规离子组分及氢氧同位素样品测试结果,研究大汶河流域中上游莱芜盆地、大汶口盆地古近系含水岩组分布特征、物性及富水性、地下水化学及补给循环特征。结果表明:富水较好的大汶口组上段位于盆地腹部偏北,含水层岩性为半固结砂砾岩,水化学类型HCO_3-Ca·Mg型为主;朱家沟组含水岩组位于盆地边界断裂下降盘,含水层岩性为溶蚀发育的灰质砾岩,水化学类型复杂多变。现代大气降水作为地下水主要补给来源,蒸发浓缩作用,方解石、白云石和石膏溶解及人类污染活动参与了地下水化学组分的形成。归纳总结3种古近系不同类型含水岩组地下水富集规律:构造裂隙控水模式、半固结含水岩组裂隙孔隙水富集模式和灰质砾岩裂隙岩溶水富集模式。  相似文献   

弱胶结西域砾岩引水隧洞围岩抗力特性试验研究     

范雷  张宜虎  陈冲  王复兴 《岩土力学》2019,40(8):2982-2988

弱胶结西域砾岩物质成分复杂、胶结较差,其力学性质十分不稳定,为科学反映弱胶结西域砾岩地层高压引水隧洞围岩的抗力特性,采用径向液压枕现场试验方法与基于传统承压板变形试验结果的完全弹性模型以及考虑开挖卸荷影响的弹塑性模型的理论估算方法,对弱胶结西域砾岩引水隧洞围岩的抗力特性进行综合研究。分析结果表明:(1)径向液压枕现场试验方法获得弱胶结西域砾岩围岩抗力系数为6.02~26.03MPa/cm;(2)根据承压板法等常规变形试验结果,采用完全弹性模型估算弱胶结西域砾岩围岩单位抗力系数为7.46~13.54MPa/cm,采用考虑开挖卸荷影响的弹塑性模型其估算结果为5.00~13.54MPa/cm;(3)受西域砾岩的颗粒组成特征及现场变形试验承压面积限制,根据承压板法获得的岩体变形模量,采用理论估算方法获得的围岩抗力系数较径向液压枕法试验结果偏低;(4)径向液压枕法现场试验结果反映了地应力环境、围岩材料特性、开挖卸荷影响等多因素影响下的围岩抗力特性,可为西域砾岩引水隧洞开挖及围岩衬砌提供直接可靠的围岩综合抗力系数。  相似文献   

钙质砂中毛细水高度与影响因素试验研究     

胡明鉴  张晨阳  崔翔  李焜耀  唐健健 《岩土力学》2019,40(11):4157-4164

钙质砂是指富含碳酸钙或其他难溶碳酸盐类的海洋成因的特殊介质,具有形状不规则、多孔隙且富含内孔隙等特点;土体因孔隙特性而存在广泛的毛细现象,植物根茎内的导管有如极细的毛细管,能由此吸收土壤里的水分,故钙质砂地层毛细水上升高度研究对岛礁生态研究有重要的意义。采用竖管法研究级配、粒径、干密度、盐度等因素对钙质砂毛细水上升高度的影响,结果显示：细颗粒含量越多、级配越好的连续级配钙质砂试样毛细水上升高度越高;单一粒径钙质砂试样毛细水上升高度随粒径的增大而减小;随着钙质砂干密度增加,粒径小于0.075 mm时毛细水上升高度逐渐减小,而粒径为0.075～0.250 mm时毛细水上升高度逐渐增大;与淡水相比,在低盐度下NaCl溶液对毛细水上升有抑制作用,海水对毛细水上升有促进但效果微弱。钙质砂中毛细水上升高度随时间变化关系符合双对数坐标下的二次多项式关系,其参量与钙质砂的物理性质以及溶液类型相关。  相似文献   

Geotechnical properties of submarine sediments in the Seto Inland Sea     

Shigeyasu Okusa  Takaaki Nakamura  Naoki Dohi 《Marine Georesources & Geotechnology》2013,31(2):131-152

Abstract

Sampling of submarine sediments by an improved piston corer and a bucket dredger has been carried out since 1973. The length of the core samples ranged from 0.9 m to 5.4 m. The recovery ratio ranged from 39.1 percent to 98.9 percent. The physical and engineering properties of 16 sediment cores and the physical properties of 125 dredged samples were determined, and variation of these properties was analyzed.

Clayey silts and silty clays cover the floor of relatively wide bays and sea areas. Sands and sandy silts blanket the floor of channels that have swift currents, and are also found in the vicinity of estuaries.

The piston core samples showed considerable sample disturbance, which should be estimated quantitatively in the future.  相似文献   

Monotonic and cyclic behaviors of loose anisotropically consolidated calcareous sand in torsional shear tests     

Xiao-Zhi Zhou  Wen-Wen Li  Han-Long Liu 《Marine Georesources & Geotechnology》2013,31(4):438-451

ABSTRACT

The behavior of loose anisotropically consolidated calcareous sand obtained from an island in the South China Sea was investigated under undrained monotonic and cyclic loading in a hollow cylinder torsional apparatus. The tests were conducted on specimens which consolidated under various initial effective confining pressures and consolidation stress ratios. The monotonic test results show that the failure and phase transformation line are essentially independent of the consolidation conditions, while the initial contractive tendency of the specimens decreases with an increasing consolidation stress ratio. During monotonic loading of the anisotropically consolidated specimens, a same major principal stress direction is observed at the constant stress ratio lines up to the phase transformation line, irrespective of initial effective confining pressure. The cyclic strength of the sand increases with an increasing consolidation stress ratio. Moreover, a pronounced stress dependence is observed in the sand with higher consolidation stress ratio. During cyclic loading, the generated excess pore water pressure presents considerable fluctuations. The normalized terminal excess pore water pressure is described as a function of consolidation stress ratio. The tests show that the particle shape, rather than particle crushing, plays an important role in the monotonic and cyclic behaviors of the calcareous sand.  相似文献   

Neoproterozoic Tectonic Setting of Southeast China: New Constraints from SHRIMP U-Pb Zircon Ages and Petrographic Studies on the Mamianshan Group     

WU Ganguo  YU Xinqi  DI Yongjun  ZHANG Da 《《地质学报》英文版》2010,84(2):333-344

<正>Precambrian tectonic history of Zhejiang,Fujian,and Jiangxi provinces of south China is important for understanding the tectonic evolution of South China but its magmatic activity, petrogenesis,stratigraphic sequence of the Mamianshan Group is still strongly controversial.Here we present new sensitive high resolution ion micro-probe(SHRIMP) U-Pb zircon geochronological data for the Mamianshan Group and petrographical data to constrain the tectonic framework of the regions.Our results showed that the SHRIMP U-Pb zircon age of green schists of the Dongyan Formation is 796.5±9.3 Ma,the Daling Formation is 756.2±7.2 Ma,and mica-quartz schist of the Longbeixi Formation is 825.5±9.8 Ma.These data indicate that the Mamianshan Group was formed not in the Mesoproterozoic,but in the Neoproterozoic and its stratigraphic sequences should be composed of Longbeixi,Dongyan,and Daling Formations from the bottom to the top.Rocks from this Group, from Zhejiang,Fujian and Jiangxi provinces,constituted the upper basement of the Cathaysia Block that overlay the lower basement of the Mayuan Group.Detailed petrographic studies demonstrate that the amphibole schists of the Dongyan Formation in the Mamianshan Group were formed within an intra-arc rift setting rather than a continental rift as previously suggested.Rather,this island-arc type formation was developed by collision and/or subduction between various blocks resulting from the breakup of the supercontinent Rodinia at c.850-750 Ma.The Zhuzhou conglomerate,distributed near Dikou Town,Jian'ou City,Fujian Province and previously considered as evidence of the Mesoproterozoic Dikou movement,is shown here not to be the basal conglomerate above the angular unconformity between the upper and lower basements.Our conclusions have important implications for understanding the Precambrian tectonics of South China.  相似文献   

钙质砂中模型桩的试验研究     

江浩  汪稔  吕颖慧  孟庆山 《岩土力学》2010,31(3):780-784

根据钙质砂中桩基工程的现状,针对取自南沙群岛永暑礁的钙质砂,设计一个室内模型试验装置来研究钙质砂中钢管桩的承载和变形性能以及影响因素,并进行了石英砂中的对比试验。试验结果表明,钢管桩在钙质砂和石英砂中的表现有着显著差异。钙质砂中钢管桩承载能力很低,仅为石英砂的66%～70%,钙质砂中桩身轴力衰减速率缓慢,桩侧摩阻力远远小于石英砂的,仅为石英砂的20%～27%,并具有深度效应,开口钢管桩和闭口钢管桩的桩侧摩阻力相差不大。同时表明,钙质砂中桩侧摩阻力对相对密度的变化没有石英砂敏感,受相对密度影响很小。由颗粒破碎引起的桩周水平有效应力的大幅降低是造成钙质砂中钢管桩桩侧摩阻力低的主要原因。  相似文献   

四川名山建山大邑砾岩沉积特征及地层时代   总被引：1，自引：0，他引：1       下载免费PDF全文

莫雄  赵兵 《沉积与特提斯地质》2010,30(4):72-78

详细描述了四川名山建山大邑砾岩实测剖面,讨论了大邑砾岩的岩性组合特征及沉积环境。认为大邑砾岩主要为一套位于风化壳之上的河流-冲积扇沉积,自下而上由细变粗,属于物源区总体不断上升过程中的近源沉积。通过大邑砾岩中的孢粉组合,讨论了其地质时代。该剖面孢粉组合以水龙骨科孢子为主,年代地层归属于新近系上新统。  相似文献