Influence of large-diameter pipe pile driving on surrounding marine soils and adjacent submarine pipelines     

Jinzhong Dou  Zhong-Jie Zhang 《Marine Georesources & Geotechnology》2021,39(1):15-33

Abstract

With the large-scale development and utilization of ocean resources and space, it is inevitable to encounter existing submarine facilities in pile driving areas, which necessitates a safety assessment. In this article, by referring to a wharf renovation project as a reference, the surrounding soil response and buried pipe deformation during pile driving in a near-shore submarine environment are investigated by three-dimensional (3D) numerical models that consider the pore water effect. Numerical studies are carried out in two different series: one is a case of a single pile focusing on the effect of the minimum plane distance of the pile–pipe, and the other is a case of double piles focusing on the effect of the pile spacing.  相似文献   

Action mechanism of geotextile-reinforced cushion under breakwater on soft ground   总被引：1，自引：0，他引：1  

Yuzhen Yu  Bingyin Zhang  Jian-Min Zhang 《Ocean Engineering》2005,32(14-15):1679-1708

Various measures including material experiments, centrifuge modeling tests and FEM numerical analyses were performed to study systematically the action mechanism of the geotextile-reinforced cushion under breakwater on soft ground and the effects of the strata characterization and the reinforcement condition on the stability of the breakwater-ground system. In the aspect of controlling the deformation, the geotextile-reinforced cushion under breakwater constrains the lateral displacement of both the embankment and the ground. From the viewpoint of stress, the reinforcement suppressed the range of high stress level in the system. In general, the weaker the ground is and the greater the modulus of the geotextile is, the more effective the reinforcement is. The tensile force in the geotextile is greater in the range of the main part of the embankment.  相似文献   

Tectonic Significance of the Taitung Canyon, Huatung Basin, East of Taiwan     

Jean-Claude Sibuet  Shu-Kun Hsu  Alain Normand 《Marine Geophysical Researches》2004,25(1-2):95-107

Since the beginning of formation of Proto-Taiwan, the subducting Philippine (PH) Sea plate has moved continuously through time in the N307° direction with respect to Eurasia (EU), tearing the EU plate. The subducting EU plate includes a continental part in the north and an oceanic part in the south. The boundary B between these two domains corresponds to the eastern prolongation of the northeastern South China Sea ocean-continent transition zone. In the Huatung Basin (east of Taiwan), the Taitung Canyon is N065° oriented and is close and parallel to B. Seismic profiles show that the southern flank of the canyon corresponds to a fault with a normal component of a few tens of meters in the sediments and possible dextral shearing. Several crustal earthquakes of magnitude >%6 are located beneath the trend of the Taitung Canyon and focal mechanisms suggest that the motion is right-lateral. Thus, faulting within the sedimentary sequence beneath the Taitung Canyon is a consequence of underlying dextral strike-slip crustal motions. As the continental part of the EU slab located north of B has been recently detached, some subsequent dextral strike-slip motion might be expected within the EU slab, along the ocean-continent transition zone, which is a potential zone of weakness. We suggest that the dextral strike-slip motion along the ocean-continent boundary of the EU slab might trigger the observed dextral strike-slip motion within the overlying PH Sea crust and the associated faulting within the sediments of the Huatung Basin, beneath the Taitung Canyon. An erratum to this article is available at .  相似文献   

南海东北部末次冰期以来的沉积环境演变   总被引：1，自引：0，他引：1  

黄元辉  蓝东兆 《海洋地质与第四纪地质》2005,25(4):9-14

利用南海东北部上陆坡处所取的D孔柱样进行硅藻分析,结合粒度与碎屑矿物分析结果,探讨该海域末次冰期以来沉积环境演变过程.结果表明：粒度与硅藻分析结果较为吻合,共同显示D孔柱样可分为上下两层.上表层（0～2 cm）的砂质沉积层为冰后期海进过程改造的晚更新世残留沉积层,即变余沉积;下层（2～130 cm）主要是末次冰期形成的浅海沉积.整个柱样可反映出海洋同位素MIS 4期海退至MIS 3期海进与MIS 2期海退至冰后期海进的沉积变化韵律.  相似文献   

土工布充砂袋的应用及其研究进展   总被引：10，自引：1，他引：10  

张文斌  谭家华 《海洋工程》2004,22(2):98-104

对土工布充砂袋技术和国内外的应用进行了介绍。鉴于土工布充砂袋属于一种新兴起的土工新材料和新技术，在设计和工程实际中还存在着许多急待解决的问题，着重对各种典型状态和典型环境下的土工布充砂袋的变形、应力和土工布充砂袋堆的稳定性研究进展进行综述，最后提出进一步研究的思路。  相似文献   

渤海湾盆地沙河街组钙质超微化石古生态及沉积环境   总被引：3，自引：0，他引：3  

唐祥华 《海洋地质与第四纪地质》1993,13(1):41-45

渤海湾盆地沙河街组中钙质超微化石的发现,表明这一时期渤海湾盆地与海水有过联系。对钙质超微化石古生态及沉积环境研究表明,化石主要产出时代为始新世晚期至渐新世早中期,属“间冰期”亚热带气候型。这一问题的深入研究,对于渤海湾盆地的石油勘探有重要意义。  相似文献   

渤海南部碎屑石英表面微结构特征等沉积环境     

周伟  王琦 《海洋湖沼通报》1991,(3):27-30

运用扫描电镜研究渤海南部碎屑石英颗粒表面微结构,并根据各种形痕的组合特征,判断沉积物所处的沉积环境,定性分析控制沉积环境的主要因素。  相似文献   

软土海岸地区测量控制点标志的设立     

苏衍坤  李新国  朱绪伟  苏衍国 《海洋测绘》2007,27(3):43-47

分析了软土、湿地、滩涂地区特殊地理环境对测量控制点的影响;主要探讨了此类地区控制点标志的设计、施工。借助于建筑桩基技术和道桥施工方法,首次成功实现了某三角洲湿地滩涂地区统一布网。几年来,结合滩涂湿地测量、海岸防护和滩涂开发工程对部分控制点进行了初步检测,给出了部分检测数据。应用和检测均表明:桩基标石可较好地解决软土、湿地、滩涂地区控制点布设难题,显著提高软土海岸地区测量控制点标志的稳固性,从而延长控制网的可使用期。  相似文献   

哀牢山-红河断裂带中段应变分析   总被引：1，自引：0，他引：1  

周勇  吴世敏  周萍 《热带海洋学报》2003,22(2):17-29

对哀牢山—红河断裂带中段和平—水塘剖面、墨江—元江剖面和其它地段的岩石应变及磁组构进行了分析，表明应变强度的校正磁各向异性度PJ从断裂带向西至三叠系明显降低，变形强度向西迅速减弱。磁化率椭球体主轴展布反映出剪切带内、外变形方式的改变。剪切带内，以水平走滑运动为主；向西则以水平缩短为主。在应变分析中，对断裂带内的S—C组构两组面理夹角、杏仁体和石榴石应变标志体进行了测量，结果显示，剪切带内的磁组构和岩石组构间关系较差。此外，还对这两条剖面中的三叠系进行了应变和磁组构分析，找出了它们与磁化率椭球体对应轴率间的相关性。  相似文献   

氧同位素分析在东濮凹陷下第三纪沉积环境中的应用   总被引：2，自引：0，他引：2  

史忠生  陈开远  史军  柳保军  何胡军  刘刚 《海洋地质前沿》2003,19(5):29-33

主要介绍了氧同位素的地球化学特征，并利用这些特征在沉积环境方面的指示意义，分析了东濮凹陷下第三系盐湖沉积的氧同位素。分析结果表明：尽管保存在碳酸盐中的氧同位素的值不能定量地反映原始氧同位素的值，不能够作为区分海陆相的标志，但它可以定性地探讨碳酸盐沉积时的沉积环境。通过对东濮凹陷下第三系盐湖沉积的氧同位素分析发现，从沙四上到沙一时期，除了沙三上的δ^18O有些突变外，基本上呈递增趋势。这反映出，从沙四上到沙一时期该区的气候逐渐向干早过渡；沙四上到沙三上一段δ＾18Ｏ明显比沙一和沙二上伯低，说明在沙四上到沙三上时期，该沉积区的蒸发作用还不是很显著，而另一方面也说明在由沙三上向沙二上过渡时，该区可能存在一次气候突变，使得沙二上和沙一时期的蒸发量远大于降雨量，δ^18O的值也因此迅速增大。同时，也做了碳酸盐同位素系数Z值的研究，其揭示的沉积环境特征与氧同位素基本相同。  相似文献