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本文通过在河南新密、洛阳和南阳等地的实地考察,发现了一批存在于文化遗址中的自然变形现象,时代涉及新(旧)石器过渡期、东周到北魏时期等。其中在新密李家沟旧石器向新石器过渡期遗址发现三组裂缝,可代表三次构造变形活动。洛阳汉魏故城发现两类裂隙,一类穿切性较好,应为构造裂隙;另一类贯通性差,应为干燥收缩裂隙。南阳东周文化遗址发现两组充填裂隙,一组走向北东,一组走向北西,两组正交,被砂土充填,应为地震液化脉体,显示所在地区东周后有地震活动发生。初步研究表明,这些自然变形现象与当地区域构造方向具有一定的相关性,说明这些遗迹为史前地震事件记录的可能性较大,进一步分析判定这些自然变形现象的形成机制,对河南地震考古工作及历史地震研究的进一步开展具有重要的现实意义。 相似文献
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对江淮地区近期发掘的四个考古遗址进行了地震考古研究,发现了丰富的构造变形现象,包括古地震事件。其中固镇小李家遗址的汉代砖室墓变形具有统一的方向性,显示受区域NE-SW向构造应力作用形成,与强烈地震的快速变形无关;合肥乱墩子遗址的多数竖穴土坑墓存在不规则变形,但M66的压扭变形可能受郯庐断裂右旋走滑活动牵引形成,也与地震力作用无关。在和县大城子遗址和马鞍山申东遗址发现古地震遗迹,主要为地震裂缝、文化层位错及褶曲。在和县大城子遗址通过文化层中木炭的AMS14C测年确定出西周中晚期的一次古地震事件（2 580±30)~(2 760±30） a BP;在马鞍山申东遗址通过文化层考古断代及地震裂缝与文化层的切割关系识别出一次古地震事件亦发生于西周中晚期。最后综合本次研究与前人对江淮地区西周时期的古地震研究成果,初步认为西周中晚期江淮地区处于中强地震活跃期。 相似文献
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在对2013年4月20日芦山MS7.0地震灾区大量地震地质灾害实地考察及调查的基础上, 总结了滑坡、 崩塌、 砂土液化、 地裂缝、 地表变形等地震地质灾害的分布及发育特点, 探讨了地震地质灾害与发震断裂之间的关系. 极震区和重灾区的崩塌和滑坡特别严重, 是地震巨大破坏作用的外在表现形式; 砂土液化点较少, 分布范围和规模有限; 地裂缝和地表变形并非真正意义上的地震地表破裂带. 根据极震区和重灾区地震地质灾害的分布和发育特点, 认为芦山地震最有可能的发震断裂为龙门山前山断裂的双石—大川断裂, 也有可能是龙门山山前隐伏断裂的大邑断裂, 还有可能是双石—大川断裂与大邑断裂两者共同触发的结果. 相似文献
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为验证地震作用下格构式锚杆挡墙加固土遗址边坡的有效性,以新疆喀什高台民居土遗址边坡现有加固段为研究对象,利用有限元软件Midas/GTX NX建立三维动力分析模型,对地震作用下格构式锚杆挡墙加固土遗址边坡的变形控制进行研究分析。结果表明:地震作用下土遗址边坡在坡顶与坡脚处产生严重的位移变形,且随着地震持时增加呈现累加效果;土遗址边坡加固后能有效控制水平方向与垂直方向的位移变形,最大位移变形值满足控制要求;土遗址边坡加固后地震作用下的稳定性系数提高至1.54,满足规范要求值1.15。研究成果验证了格构式锚杆挡墙加固土遗址边坡能够有效控制位移变形,并提高稳定性。 相似文献
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通过砂土的一系列动三轴实验,研究不规则地震荷载作用下与定次数等幅荷载作用下土体变形间的关系,给出砂土相对密实度对二者间关系的影响规律。结果表明:真实地震荷载下土的变形发展与等幅正弦荷载明显不同,应变发展时程的形态主要受地震动的形态控制;应变比C与砂土相对密度间关系具有规律性,随相对密度增大而降低,若采用以20周作为标准作用次数、0.65倍地震波峰值为等幅荷载代替不规则的地震荷载,修正真实地震应力下的残余变形,其应变比C随砂土密实度的增大而减小。同时,冲击型荷载的应变比C`要远大于振动型荷载。 相似文献
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在青海玉树地震之后,有大量路基出现由于液化而导致的病害问题。以青海S308线结古—曲麻莱段公路路基变形为例,通过FLAC3D数值模拟软件还原该路基在地震中的变形破坏过程,得出如下结论:(1)无地下水情况下,边坡出现明显塑性屈服的振动强度是0.6g,塑性屈服首先发生在填土厚度较薄的路基两端。(2)若砂土完全饱水,随振幅的增加,饱和砂土层液化趋势逐渐增强。振幅小于0.3g时砂土层没有液化。振幅为0.4g时5s以后砂土层出现液化;振幅大于0.5g以后,从振动的开始就出现了液化。(3)下伏饱和砂土的路基动力破坏机理为:饱和砂土层近地表处屈服屈服区在饱和砂土层中向中部扩展饱和砂土层屈服贯通饱和砂土层完全屈服填土后部首先破坏填土破坏区在填土-砂土界面向下扩展填土后部地表屈服开裂破坏区在填土内扩展。至最终破坏时,填土中后部大范围开裂屈服,但填土前部依然保持完整。 相似文献
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对山东省几个考古发掘遗址进行了地震考古研究,着重对其中的自然变形现象进行识别和分析。其中,在济南郊区的大辛庄商代遗址中甄别出非构造变形的现象;在章丘城子崖龙山文化层中识别出砂脉充填裂隙;在滨州秦皇台商周文化层中发现槽壁上砂脉和槽底密集分布的砂管;在临淄齐国故城城墙分别鉴别出构造和非构造成因裂隙;在日照尧王城见龙山-战汉时期文化层中平行分布的砂脉裂隙组;在滕州薛国故城城墙识别出典型共轭剪切裂隙。上述自然变形现象集中显现于春秋-战汉期及以前的文化层中,且多表现为砂脉等地震液化痕迹,显示相当时期所在地区可能处于地震相对活跃期,上述推断部分得到微观分析资料证实。 相似文献
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Zheng Haigang Yang Yuanyuan Yao Daquan Zhao Peng Gong Xicheng Shen Xiaoqi 《中国地震研究》2017,31(4):513-526
Earthquake archaeological research was conducted in recent years at four archaeological excavation sites in Shandong, focusing on the identification and analysis of the tectonic deformation phenomena. The non-tectonic deformation phenomena were distinguished at the site of the Shang Dynasty ruins at Daxinzhuang in the Jinan suburbs. In Longshan, sand vein-filled cracks were recognized in the cultural layers of the Chengziya site, Zhangqiu City. Sand veins on the trench wall and sand tubes at the trench bottom were found densely distributed at the Shang and Zhou Dynasty cultural layers, at Qinhuangtai site, Binzhou City. The tectonic and non-tectonic origin cracks were identified on the city wall of the Site of Capital of State Qi, Linzi City. In Rizhao city, parallel distributed sand vein fracture groups were found in the cultural layer of Longshan-Warring States-Han Dynasty at Yaowangcheng site. Typical conjugate shear fractures were identified on the city wall of the ancient city of the State of Xue, Tengzhou City. The above natural deformation phenomena are concentrated in the culture layers of the Spring and Autumn-Warring States-Han Dynasties and before, and characterized by seismic sand-soil liquefaction traces, which indicate that these regions might have been in the seismic active episodes in the corresponding periods. The above inference has been confirmed by microscopic data analysis. 相似文献
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In this paper, two push moraine systems associated with two small subpolar glaciers, Finsterwalderbreen and Penckbreen, were investigated. This study showed that at these glaciers the push moraines were formed in association with surges, which produced a different style of moraine depending on the rheology of the deformed material and the glacial history. The moraines are similar in that they are formed by folded outwash sediments and contain little till. However, the forms of these moraines are very different. The Penckbreen moraine is composed of a lower shallow marine sand, silt and clay, and an upper fluvial sand and gravel. Deformation at this site led to the formation of large anticlines in the silts and clays, with disharmonic smaller folds and thrusts in the upper gravels, above a detachment surface between the fine-grained and overlying coarse-grained lithologies. This deformation decreases towards the foreland, with marine and fluvial sediments responding differently because of their different rheological properties. This moraine was formed during one surge event which occured during the early 19th century. In contrast, the Finsterwalderbreen moraine is composed of outwash sand and gravel, and was formed as the result of a series of surge events. These advances all reached a similar limit and occurred at regular intervals. © 1997 John Wiley & Sons, Ltd. 相似文献
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Abstract The Waipapa Terrane in northern North Island, New Zealand, is a Mesozoic accretion-ary complex formed along the Gondwana margin. It contains abundant melange rocks with distinctive characteristics. Precise analyses of their mesoscopic fabrics in Waiheke Island near Auckland have revealed the following sequence of deformation. The earliest phase of deformation of the sandstone/mudstone association, which is the main constituent of this terrane, originated by chaotic mixing of sand and mud due to liquidization of water-saturated, poorly consolidated sediments. The second phase was characterized by hydrofracturing and subsequent forceful injection of ductile mud into rather brittle sand. Local intrusions of sand forming dykes and sills followed these events, as well as intrusions of pelagic/hemipelagic green argillite originally underlying the sandstone/mudstone association. An abundant occurrence of these mixing and multi-stage injection/intrusion fabrics strongly suggest that the Waipapa Terrane around the study area was a site of high pore-fluid pressure. Scaly-foliated melange fabrics with monoclinic symmetry, originating from layer-parallel shearing, were then locally superimposed on the pre-existing melange fabrics. Similar scaly-foliated fabrics also developed in the chert beds originally intercalated between the green argillite and the uppermost part of the oceanic crust. These scaly fabrics might have been related to the regional stacking and juxtaposition of the accreted sediments. The sequence and variation in style of deformation forming the melange fabrics presumably reflected changes in porosity and state of compaction of accreted sediments in a shallow tectonic level. 相似文献
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为准确评价安哥拉红砂场地的自重湿陷特征,开展现场试坑浸水试验,对地表及不同深度地层变形、水分入渗规律和浸水前后标贯击数进行监测与研究,并对现场试验与室内试验结果差异性进行探讨。结果表明：浸水后红砂地基表现为持续抬升,变形曲线可分为陡升、缓升、不稳定和趋于稳定4个阶段;深度8 m以上红砂地层为湿陷沉降变形,累计沉降量为5.6 mm,远小于室内试验计算的自重湿陷沉降量137 mm;红砂竖向渗透速率和水平渗透速率均较大,浸水和停水后红砂含水率变化较快,红砂持水性较差,浸水过程中红砂地层的饱和度小于80%,为非饱和渗透;浸水后红砂地层标贯击数显著降低,具有显著的软化特性。红砂较大的渗透系数和较差的持水性导致红砂很难达到饱和状态,是自重湿陷沉降量实测值远小于计算值的因素之一,一般工程建设中建议可不考虑红砂地基的湿陷特性,而将其按软化特性进行设计。研究结果不仅可指导红砂场地未来工程建设,还可为其他砂土湿陷性评价提供借鉴。 相似文献
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饱和砂土液化是由地震引起的一种最常见的工程地质现象,也是造成重大地震灾害的主要原因之一。由于成因的复杂性和所造成灾害的严重性,饱和砂土液化一直是土动力学和岩土地震工程研究领域的重要课题。针对饱和砂土液化问题,基于开源地震工程数值计算平台OpenSees,对材料库中的4种砂土本构模型进行数值计算。采用二维u-p单元模拟土颗粒位移和孔隙水压力,分析和对比4种模型在循环动力荷载作用下的加速度、超孔隙水压力、位移、剪应力-剪应变和平均有效应力路径方面的响应结果。研究结果表明:(1)砂土对输入加速度表现出一定的放大效应,对于不同的模型,该放大效应存在一些差异;(2) Stress Density模型在循环动力荷载作用下易产生永久变形;(3)在循环动力荷载作用下,PDMY模型和CycLiqCPSP模型的强度逐渐降低,直到完全消失;(4) Stress Density模型和Manzari Dafalias模型在循环动力荷载下表现出明显的剪胀效应。研究成果对砂土液化的数值模拟问题具有重要的理论价值,可为饱和砂土的液化模拟和砂土本构模型的选取提供参考。 相似文献
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目前对地下结构液化破坏的研究尚不完善,很有必要对地铁隧道等地下结构可液化土层的液化势进行分析。本文以太原地铁隧道液化破坏为研究对象,应用Tokimatsu和Yoshimi,Seed,Japan Road Associate和中国建规4种方法,分析其抗液化性,评价场地的整体液化风险;依据振动液化动剪应力比、抗液化安全系数、标贯击数与体应变的关系评价盾构隧道的液化沉降变形。在粉质砂土和黏质粉土盾构隧道仰拱基底二次灌浆抗液化的基础上,建议太原地铁可液化砂土地层采用水泥基悬液二次灌浆加固处理地基,以提高其抗液化能力,减小液化沉降变形。 相似文献
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古遗址、古墓地发掘过程中的自然变形研究是反演或充实历史和史前变形历史记录的重要工作内容之一.近期我省地震部门会同省文物考古部门,对皖西霍山戴家院考古现场进行专题发掘调查,发现了与构造运动有关的地裂缝,其中充填有砂线、砂脉.初步研究显示包括两期变形,且均显示高速变形特征,代表两次地震事件.发生时代约相当于西周晚期和春秋中晚期,前者规模较大,含砂裂缝长轴方向平行于近侧的地震活动断裂方向.本次发现及初步分析填补了东部地区西周到春秋期自然变形事件研究空白. 相似文献
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Short‐lived collapse features affecting the intertidal sandy profile were observed on mud‐rich beaches in Cayenne. They were formed in packets of beach sand accumulating over thick (several metres) fluid to under‐consolidated foreshore mud, which adjusts to this sand loading by seaward and longshore migration of fluid mud and subsequent in situ mud dewatering, thus generating subsidence and deformation of the overlying sand sheet. These sandy collapse features required active longshore sand transport and were washed out by wave processes at each rising tide. They finally disappeared permanently as adjustment of the underlying mud enabled stabilization of the beach profile. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献