Experimental study on the cyclic behavior of loose calcareous sand under linear stress paths     

Xiao-zhi Zhou  Han-long Liu  Xin-lei Zhang 《Marine Georesources & Geotechnology》2020,38(3):277-290

Abstract

Hollow cylinder torsional shear tests on loose isotropically and anisotropically consolidated calcareous sand were conducted to investigate the cyclic behavior under three different linear stress paths, including horizontal line, oblique line, and vertical line stress paths, in a coordinate system of the normal stress difference and the horizontal shear stress. The dominant strain components of the isotropically consolidated specimens are affected by the stress paths. With increasing consolidation stress ratio, axial strain gradually becomes the dominant strain component under the three different stress paths. The cyclic strength of the isotropically consolidated specimens under the three different stress paths are almost the same, while for the anisotropically consolidated specimens, the cyclic strengths are strongly affected by the stress paths. These results indicate that conventional cyclic triaxial tests may overestimate cyclic strength in some cases. Irrespective of the stress paths and cyclic stress ratios, the terminal residual excess pore pressure ratio decreases with increasing consolidation stress ratio. Moreover, an empirical equation is proposed to describe the relationship between the normalized shear work and the normalized residual excess pore pressure ratio. The comparative study reveals that the relationship proposed for silica sand is not suitable for the dynamic analyses of calcareous sand.  相似文献   

未胶结钙质砂静力和循环强度的单剪试验研究   总被引：1，自引：1，他引：0  

王晓丽  裴会敏  王栋 《海洋工程》2018,36(6):124-129

通过等体积的单调和循环单剪试验研究南海未胶结钙质砂的静、动力反应,讨论应力水平和相对密实度对钙质砂静、动力强度的影响,并与典型的石英砂性质进行比较。在单调单剪试验中,中密和密实钙质砂在100～400 k Pa范围的初始竖向应力下都表现出应变硬化的性质,有效内摩擦角随剪应变增大。在循环单剪试验中,钙质砂的反应与相对密实度和初始竖向应力密切相关,但中密和密实钙质砂中的等效孔压都能达到初始竖向应力的85%～90%,此时剪应变突增,试样发生破坏。与相近密实度的石英砂相比,钙质砂抵抗液化的能力更强。提出了南海钙质砂动强度的归一化表达式,建立了不排水静强度、不排水动强度和循环次数之间的关系。  相似文献   

致密砾岩储层微观裂缝特征及对储层的贡献     

巩磊  曾联波  陈树民  高帅  张本健  祖克威  苗凤彬 《大地构造与成矿学》2016,(1):38-46

根据微观薄片分析,结合岩芯资料、地表露头以及实验分析,对川西前陆盆地北部九龙山地区致密砾岩储层微观裂缝的成因类型与特征、形成序列、有效裂缝的控制因素以及微观裂缝对储层的贡献进行了探讨。研究结果表明,珍珠冲组致密砾岩储层微观裂缝可以分为穿砾缝、砾缘缝和砾内缝3种类型。微观裂缝以构造成因为主,还有成岩成因微裂缝和原生微裂缝。微观裂缝的充填程度较弱,绝大多数微观裂缝都属于有效裂缝。微观裂缝的有效性主要受裂缝的形成时间、后期溶蚀作用以及异常高压流体等因素的影响。微观裂缝的平均开度为11.0μm,平均面密度为0.85 cm/cm2,反映研究区微观裂缝十分发育。微观裂缝的平均孔隙度为0.78%,占储层总孔隙度的22.9%,平均渗透率为3.18 m D,说明微观裂缝是该区致密砾岩储层重要的储集空间。  相似文献   

川北旺苍苍王峡龙潭子河壶穴形态及成因初探     

何雨栗  刘丽娟  张斌  左自泉  刘守江  孙柏年 《地质论评》2023,69(1):275-289

河成壶穴是山区河床基岩上常见的微地貌类型,记录了区域地貌演化过程、水流与河床边界相互作用的关键信息。基于此,笔者等以川北旺苍苍王峡龙潭子河110处河成壶穴为研究对象,详细测量其形态特征并进行统计分析。结果表明：非串珠状壶穴大小、深度及形态在河床纵剖面上的分布没有明显的规律性,而串珠状壶穴具有一定的规律性;壶穴集中分布在下寒武统阎王碥组硅质砾岩中,其中发育的石英砂岩夹层对壶穴的形成和演化起到了关键性作用,双层天生桥壶穴则是典型的代表;区内发育NE、E—W向平面共轭X型构造节理和S—N向构造节理,三角形、菱形、不规则形壶穴多受两组或3组节理控制,其中S—N向构造节理还控制了壶穴的长轴走向和河谷走向;构造节理对壶穴口形态的演化影响显著,而对壶穴垂直剖面形态的影响不显著。本研究将丰富和完善河成壶穴地貌的数据资料,为米仓山地区河流地貌和构造演化提供科学依据。  相似文献   

渤海中部古近系沙河街组有利砾岩类储层特征          下载免费PDF全文

张健  文艺  吴家洋  吕正祥  熊晨浩  王先东 《沉积与特提斯地质》2018,38(1):89-95

渤海湾盆地是我国重要的含油气盆地,其中古近系沙河街组发育储集性较好的砾岩储层。通过对储层岩石薄片显微鉴定、物性分析、扫描电镜分析、阴极发光分析等,明确了沙河街组有利的砾岩储层的岩石学、储集性和成岩作用特征。砾岩类型多样,其中云质砾岩的储集性最好。砾岩储层物性较好,平均孔隙度为16.1%,平均渗透率为217.93m D。主要孔隙类型为原生孔,原生孔类型主要为砾石间残余原生孔和生物碎屑体腔孔,其次是溶蚀孔。砾岩储层成岩作用类型与砾岩填隙物成分关系密切,以砂岩为主要填隙物的成岩作用中有显著的长石溶蚀作用,以碳酸盐岩为主要填隙物的则具有多期白云石和方解石等胶结物,最有利的成岩作用是早期白云石衬垫和长石的溶蚀作用。  相似文献   

辽宁兴城地区大红峪组底界性质及地质意义     

杨明  张梅生  李晓波  王旖旎 《世界地质》2018,37(4):1101-1109

为进一步确定燕山裂陷槽中元古界大红峪组底界性质,笔者对位于燕山中元古代沉积盆地边缘的兴城地区进行调查研究。通过对研究区多个剖面上大红峪组底部砾岩的特征、类型及成因的初步分析,得出该组沉积之前地表经历了差异性侵蚀,造成古地形起伏较大。大红峪组底部与下伏地层的不整合包括单斜不整合和超覆不整合两种类型,其代表的"兴城运动"没有影响到更广阔的范围。根据大红峪组底界明显的沉积间断现象,笔者认为将标准剖面大红峪组底界置于"小白石英岩"之下更为合理。  相似文献   

Nature of sedimentary deposits in the western Makgadikgadi basin, Botswana     

Susan Ringrose  Bill Downey  Dane Genecke  Francis Sefe  Bernard Vink 《Journal of Arid Environments》1999,43(4):375

Quaternary sedimentation in the western Makgadikgadi basin of north central Botswana is evaluated on the basis of new evidence from satellite imagery and sedimentological analyses. Thematic Mapper imagery interpretation, combined with field evidence, has led to the identification of geomorphological features which are mainly composed of light grey calcareous sandstones (formerly calcretes) overlain by dark grey sands. The literature suggests that palaeolake Makgadikgadi I formed and developed intermittently after initial downwarping in the early–mid Pleistocene. The calcareous sandstones were formed when calcium carbonate precipitation took place in pre-existing Kalahari sands along the western shoreline of Makgadikgadi I. Field evidence, supported by X-ray diffraction and SEM analyses, indicates that CaCO₃precipitated mainly in marshy conditions around plant roots and stems and in association with bacteria in embayments along the lakeshore. The sandstones thickened and became partially indurated as a result of increasing palaeolake levels. Deposition was terminated by renewed tectonism which uplifted the shoreline zone relative to the lake basin, leading to falling palaeolake levels. Post-uplift reworking led to case hardening and pedogenic calcrete formation in the upper sections of the calcareous sandstones. Sedimentary conditions altered during the late Pleistocene. Extensive distributaries from the proto-Okavango system incised the shoreline ridge contributing to the filling of Makgadikgadi II. Satellite data suggest that the proto-Okavango rivers formed a series of fan deltas at this time along the western Makgadikgadi basin. Widespread dispersal of fluvial grey sands took place as a result of basin tilting which led to anastomosing channels flowing southward possibly around 18,000 B.P. These results, although preliminary in nature, augment previous geomorphological analyses by adding some detail in terms of depositional environments and by providing a tentative age and origin for the ubiquitous grey sands.  相似文献   

东营凹陷北带古近系沙四段砂砾岩体沉积特征及沉积模式          下载免费PDF全文

操应长  金杰华  王艳忠  刘晖 《沉积与特提斯地质》2014,(4):13-23

综合岩心观察、薄片鉴定、砂砾岩厚度及百分含量等资料,对东营凹陷北带沙四段砂砾岩的沉积特征、成因类型及沉积演化模式进行了系统研究。结果表明,东营凹陷北带沙四段砂砾岩储层中块状层理、粒序层理、平行层理、叠覆冲刷构造、交错层理发育,同时变形构造、泥岩撕裂屑、重荷模和火焰构造常见。碎屑颗粒表现为无分选-中等分选、棱角状-次棱角状到次圆状的近物源沉积特征。岩相类型以块状层理砾岩相、递变层理砾岩相、递变层理砂质砾岩相、交错层理砾质砂岩相、平行层理砾质砂岩相、块状层理砾质砂岩相、块状砂岩相、平行层理砂岩相、块状层理砂岩相、变形层理砂岩相、泥质撕裂变形砂岩相、薄层透镜状或压扁层理砂岩相为主。综合古地貌、砂砾岩沉积特征及沉积机制等,认为东营凹陷北带沙四段主要发育近岸水下扇、湖底扇和扇三角洲等成因类型的砂砾岩扇体。在沉积演化上,沙四下亚段沉积时期,胜坨地区和民丰地区发育近岸水下扇沉积,利津地区发育扇三角洲沉积,扇体规模较小,横向连续性较差;沙四上亚段沉积时期,胜坨地区和民丰地区广泛发育近岸水下扇-湖底扇沉积,利津西部地区发育扇三角洲沉积,扇体规模较大,横向连片发育。  相似文献   

MICP联合纤维加筋改性钙质砂力学特性研究     

尹黎阳  唐朝生  张龙 《高校地质学报》2021,27(6):679-686

钙质砂是中国南海岛礁工程建设的主要建筑材料和地基土成份,其具有高孔隙、易破碎和强度低等不良工程地质特性。为改善钙质砂力学性能,提高其工程可靠性,提出利用微生物诱导碳酸钙沉积（MICP）协同纤维加筋改性钙质砂。文章通过开展无侧限抗压试验以及扫描电镜测试,对比分析不同纤维掺量下MICP固化钙质砂的力学响应特性及微观破坏机理。结果表明：（1）MICP技术能够有效固化钙质砂,并提升其力学强度;（2）纤维能够增加细菌定殖面积,提升碳酸钙沉积量,并由此提升试样延性和韧性,降低刚度;（3）应力应变曲线呈阶梯状多峰特征。在应力上升阶段,砂颗粒和碳酸钙会发生局部破碎;在峰后应力下降阶段,碳酸钙、砂颗粒、纤维的胶结作用增强了纤维的抗拔性能,限制了破坏面的发展;（4）碳酸钙、砂颗粒、纤维的耦合胶结作用是纤维加筋改善试样韧性、延性的根本原因。  相似文献   

纤维加筋MICP固化钙质砂的抗拉强度特性研究     

王殿龙  唐朝生  泮晓华  刘博  李昊  吕超  程瑶佳 《高校地质学报》2021,27(6):670-678

针对微生物诱导碳酸钙沉积 (MICP)固化钙质砂脆性强、抗拉强度低等问题,通过制备“8”字形MICP固化钙质砂试样并开展直接拉伸试验,对纤维加筋的改善作用、纤维-MICP联合加固机理及纤维掺量、纤维长度等影响因素进行了研究。结果表明：纤维加筋能够显著提高抗拉强度、峰值位移和残余强度,减轻峰值强度点的脆性破坏现象,但受纤掺量和长度的影响,总的来说,抗拉强度随纤维掺量的增加和长度的加长呈先增后减的趋势。相比无纤维试样,添加最优纤维掺量（0.6%）时,试样的抗拉强度增长了172.4%,峰值变形提升了158.1%。机理可解释为纤维增加了微生物的吸附量,促进碳酸钙在纤维与钙质砂之间以及纤维表面的沉积,增大纤维与钙质砂之间的界面作用力,整体提升钙质砂的抗拉强度特性。纤维的添加能够显著改变试样的变形特征,无纤维添加试样曲线仅有初始误差阶段和弹性阶段两个阶段,添加纤维后曲线表现为四个阶段包括初始误差阶段、弹性阶段、损伤破坏阶段和残余阶段。纤维掺量影响的内因是纤维与钙质砂的界面作用力和纤维空间分布状态随纤维掺量的变化而变化,纤维长度的影响主要和破坏面附近纤维数量和单位长度所能承担的拉应力相关。研究成果对以钙质砂为地基的岛礁工程的稳定性、安全性具有一定的指导意义。  相似文献