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1.
石湘  张洪珲  李聪  王树青  徐皓 《海洋工程》2015,33(5):113-117
对短螺栓型膨胀式自应力灌浆卡箍的滑动承载力进行了试验研究,首先从自应力产生机理介绍了短螺栓型灌浆卡箍结构,分析了这种结构的特点和优越性,然后在不同膨胀剂掺量和长细比下进行了这种卡箍试件的滑动承载力测试。试验结果表明:滑动承载力随着膨胀剂掺量的增加线性增加;在长细比为1.02~1.67的范围内,滑动应力差异不大,但当长细比增加到3.33时,滑动应力明显降低;而且短螺栓型膨胀式自应力灌浆卡箍比近似结构尺寸的传统长螺栓型卡箍能提供更大的滑动应力。试验结果为短螺栓型膨胀式灌浆卡箍的工程应用提供了一定的设计依据。  相似文献   

2.
石湘  展旭和  杨彬 《海洋工程》2011,29(2):77-82
确定适当的膨胀剂类型及其掺量范围对于膨胀式自应力灌浆卡箍的工程应用具有重要意义.测试了三种不同类型的膨胀剂在不同掺量下卡箍试件产生的膨胀压力及相应的滑动应力,并对测试值进行了比较.试验结果表明在三种膨胀剂情形中,FEA膨胀剂能够在灌浆环与受损内管表面间产生较大的径向压力,且增加两者间的粘结强度,提高了卡箍的滑动应力,适宜在海洋结构的水下修复加固中应用.同时根据试验数据并基于现有的2个经验公式提出了适用于FEA膨胀剂的膨胀压力与滑动应力间关系的经验公式,以用于指导相应的卡箍设计.  相似文献   

3.
膨胀式自应力灌浆卡箍中膨胀水泥环施加于受损内管表面的压力对该类型卡箍的滑动承载力有决定性的作用,因此测量卡箍中膨胀水泥环产生的压力对研究该类型卡箍的性能十分重要。介绍卡箍试件养护期间直接测量水泥膨胀导致的受损内管变形应变的方法以及膨胀压力的计算方法,该方法能够很好的祛除温度及垂直于应变花表面法向压力对测量结果的影响,准确地测定水泥膨胀过程中内管不同位置的应变变化。同时介绍通过测量卡箍螺栓的伸长间接测量膨胀水泥环对损伤内管表面平均压力的方法。试验表明在水泥浆中掺入FEA膨胀剂能够在灌浆环与受损内管表面间快速产生较大的径向压力,提高卡箍的滑动承载力。  相似文献   

4.
石湘  马越  张洪珲  周雷  张传杰 《海洋工程》2018,36(1):122-127
以中试研究的试验结果为基础,介绍了实际尺寸膨胀式自应力灌浆卡箍承载性能的测试情况。通过2个鞍板壁厚不同模型的膨胀压力和滑动应力的试验测试,表明实际尺寸样机承载性能的测试结果与小尺寸模型试验基本一致,15%膨胀剂掺量下的卡箍膨胀压力均超过1.8 MPa、滑动应力均超过2.5 MPa,实际尺寸卡箍样机仍然具有较高的承载性能,并且海试卡箍的滑动应力为2.56 MPa,达到了模型试验的水平。  相似文献   

5.
石湘  张易飞  杜颖  张伟  黄一峰 《海洋工程》2022,40(4):158-167
膨胀式自应力灌浆卡箍是一种典型的钢/灌浆组合结构,由于膨胀受限灌浆处于三向受压状态,在这种结构的强度校核中采用合适的灌浆本构模型是影响设计结果的重要因素。采用ABAQUS建模这种卡箍,构筑了三种灌浆本构关系模型,主要测试了莫尔库仑模型和塑性损伤模型的相关材料参数,然后通过一个节点灌浆卡箍的设计算例,比较和分析了三种灌浆本构模型的计算结果。仿真分析发现对于卡箍的灌浆强度校核,线弹性模型最保守,容易校核不合格,而塑性损伤模型最不保守。建议采用能反映灌浆的压碎和开裂行为的塑性损伤模型作为膨胀式灌浆卡箍强度校核分析的本构关系。研究结果可以为自应力灌浆卡箍的有限元强度校核方法提供有益的借鉴和指导。  相似文献   

6.
石湘  陈健仁  尹崇达  张宇 《海洋工程》2019,37(1):127-133
针对用于单元管件的非自应力灌浆卡箍和膨胀式自应力灌浆卡箍,讨论了灌浆卡箍水下安装的几个吊装和安装设计问题。首先介绍灌浆卡箍水下安装的总体设计及其安装步骤;然后进行了下水吊装时保持卡箍进浆口在下、出浆口在上的姿态分析和设计,计算出了合适的吊装悬挂距离;对帮助卡箍两瓣自动包拢受损管件的一个辅助闭合机构进行了力学分析和液压系统设计;介绍了卡箍对中及端部密封装置的工作原理;最后介绍了卡箍安装的海上试验情况,列出了各工序安装时间。为灌浆卡箍水下安装技术走向实际工程应用提供了设计和试验经验。  相似文献   

7.
为了推进膨胀式自应力灌浆卡箍技术的工程应用,本文进行了大尺寸卡箍模型的承载性能测试分析,主要通过内管表面多点的应变测试来分析灌浆环内表面的膨胀压力分布,通过测试螺栓拉力来分析灌浆环外表面的平均膨胀压力,最后利用"推出法"测定卡箍的滑动承载力,并结合膨胀压力分布情况进行分析。试验结果表明:灌浆环内表面膨胀压力在各个断面的分布是一样的,但断面不同位置膨胀压力的分布不均匀。由于灌浆环顶部存在空隙,造成了底部膨胀压力最大,两侧的压力较小,顶部是负压力。由螺栓拉力测试的灌浆环外表面平均膨胀压力理论推导出的内表面膨胀压力可以看出,内表面底部测试的膨胀压力比较符合推导值,侧部膨胀压力则偏小。滑动承载力测试时内管表面应变的数值大小也证实了膨胀压力的不均匀分布情况。另外该类型卡箍可以在灌浆后短时间(3~4d)内形成承载能力。  相似文献   

8.
传统的卡箍设计方法是通过建立海洋平台有限元模型并在强度分析基础上提取受损单元处完好时的最大载荷,将此载荷作为卡箍设计的初始条件。而卡箍实际承担的是平台安装上卡箍之后载荷重新分担下相应受损处承受的载荷,一般会比初始设计载荷大。着重研究载荷重新分担对膨胀式自应力灌浆卡箍防滑设计和防撬设计的影响,针对渤海湾中主要承受冰载荷作用的一个典型平台结构,提出了在线单元平台有限元模型上近似模拟卡箍的方法,提取载荷重新分担下的卡箍设计载荷进行了分析。结果表明载荷重新分担对卡箍防滑设计影响较小,但对防撬设计有着显著影响,并对此提出了在螺栓设计时增加螺栓预紧力安全系数的应对措施。  相似文献   

9.
海洋平台的灌浆卡箍技术研究   总被引:4,自引:0,他引:4  
在国内外文献研究的基础上,对钢质近海结构物的修理,加固方法做了较为深入的研究,利用丹麦学者N.S.Ottosen提出的多轴应力状态下混凝土强度理论Ottosen破坏准则,建立了钢与混凝土组合结构T型灌浆卡箍管节点的轴向受控,受压和面内弯矩作用下的非线性有限元计算模型,采用分级加载计算分析了相应的极限承载能力,并与试验结果进行比较分析,计算结果表明,经灌浆卡箍维修后的管节点应力分布,变形和极限承载能力都得到了明显的改善,所得结果较好地反映了实际结构的力学特性。  相似文献   

10.
对四根不同轴压比的灌浆连接段试件进行压弯试验,研究了不同轴压比灌浆连接段试件的压弯承载力、延性和破坏模式,并且分析了压弯荷载作用下的灌浆连接段钢管应变分布规律。试验结果表明:灌浆连接段试件具有良好的延性和较高的承载力,且随着轴压比的增加,灌浆连接段试件水平承载力与延性不断减小。  相似文献   

11.
Coastal inundation associated with extreme sea levels is the main factor which leads to the loss of life and property whenever a severe tropical cyclonic storm hits the Indian coasts. The Andhra and Orissa coasts are most vulnerable for coastal inundation due to extreme rise in sea levels associated with tropical cyclones. Loss of life may be minimized if extreme sea levels and associated coastal flooding is predicted well in advance. Keeping this in view, location specific coastal inundation models are developed and applied for the Andhra and Orissa coasts of India. Several numerical experiments are carried out using the data of past severe cyclones that struck these regions. The simulated inland inundation distances are found to be in general agreement with the reported flooding.  相似文献   

12.
Grain size and water content in box-core sediments from the Clarion-Clipperton fracture zone (C-C zone) in the northeast equatorial Pacific were analyzed in detail to understand the downcore variations across a hiatus between Quaternary and Tertiary layers. Grain-size distributions in the topmost core sediments show two modes: a coarse mode (peaked at 50 μm) and a fine mode (at 2-25 μm). The coarse mode disappears gradually with depth accompanied by the dissolution of siliceous fossil tests, whereas the fine mode coarsens due to the formation of authigenic minerals. Water content increases abruptly across a color boundary between an upper pale brown layer and a lower dark brown layer that is the hiatus between Quaternary and Tertiary layers. Abundant smectites and microvoid molds, which are created by the prolonged fossil dissolution in the underlying sediment, are attributed for the abrupt downcore variation of water content. Overall variations in grain size and water content in the topmost core sediments in the western C-C zone are possibly constrained by the dissolution of biogenic siliceous fossils. Variations in geotechnical properties related to these changes must be considered in the design of nodule collectors.  相似文献   

13.
This article concerns an interrelation between the sea levels and the western boundary flow near a tectonic boundary in a local zone in the Northwestern Pacific. In this zone, sea level variations at stations located on the coast facing the Pacific are studied to find the interrelation between variations of the Kurosio flow as an index of the distance of the flow axis off a specific coast. The result is discussed after data processing of the monthly means of the sea levels, and a notice is taken of variations caused by active crustal upheavals during a seismic event, a local earthquake.  相似文献   

14.
This study tests the hypothesis that the in situ void ratio of surficial marine sediments may be predicted from shear wave velocity-depth data with a reliability equal to that of other methods currently available. Shear wave velocity is fundamentally controlled by the number of grain-to-grain contacts per unit volume of material and by the effective stress across those contacts. In this study, three previously established empirical formulae are used to predict void ratio from velocity-depth data. Field data were acquired along a transect off the northern Californian coast across which water depth increased from 35 to 70 m and seafloor sediment type varied from sand to silty-sand, respectively. A towed seafloor sled device was used to collect shear wave refraction data, and a marked, systematic decrease in velocity was observed along the line, ranging from 35-70 m/s for the coarse, near-shore material to 25-40 m/s for the finer, offshore deposits. Void ratios predicted from these velocities were compared with data measured directly from box-core samples. Of the formulae used for prediction, two agree remarkably well with the control data. Both predicted and control values increase from 0.6-0.8 for the sandy material to 1.1-1.5 for the silty-sand. Thus, this study does not disprove the hypothesis set and demonstrates the potential of field shear wave velocity-depth data as a means of delineating spatial variation in void ratio for surficial marine sediments in a remote, nondestructive manner.  相似文献   

15.
Particulate samples were collected from the Changjiang river system during a flood period, in May 1997, and POC, stable isotope and lipids associated with particles were examined. Results showed the decrease (0.84% ~ 1.88%) of organic carbon content from the upper reaches to the estuary.δ13C values of particulate organic carbon was in the range of -24.9×10-3 to -26.6×10-3, which were close to the isotopic signature of continental C3 vegetation. Total particulate n-alkanes concentrations varied from 1.4 to 10.1μg/dm3,or from 23.7 to 107μg/g of total suspended matter. Fatty acids were present in all the samples, from 1.4 to 5.4μg/dm3, with saturated and unsaturated straight-chain and branched compounds in the carbon number range from C12 to C30. Both δ13C and the ratio of carbon content to nitrogen content indicate the predominance of terrestrial inputs (soil organic matter) among the particles. The biomarker approach has been used to identify the relative portion of terrigenous and autochthonous fraction in the particulate samples. The distribution of fatty acids suggests a striking phytoplanktonic and microbial signal in most particle samples. The terrestrial alkanes are used to estimate the contribution of terrestrial inputs along the mainstream.  相似文献   

16.
Current trends of development of satellite derived bathymetry (SDB) models rely on applying calibration techniques including analytical approaches, neuro-fuzzy systems, regression optimization and others. In most of the cases, the SDB models are calibrated and verified for test sites, that provide favorable conditions for the remote derivation of bathymetry such as high water clarity, homogenous bottom type, low amount of sediment in the water and other factors. In this paper, a novel 3-dimensional geographical weighted regression (3GWR) SDB technique is presented, it binds together methods already presented in other studies, the geographically weighted local regression (GWR) model, with depth dependent inverse optimization. The proposed SDB model was calibrated and verified on a relatively difficult test site of the South Baltic near-shore areas with the use of multispectral observations acquired by a recently launched Sentinel-2 satellite observation system. By conducted experiments, it was shown that the proposed SDB model is capable of obtaining satisfactory results of RMSE ranging from 0.88 to 1.23[m] depending on the observation and can derive bathymetry for depths up to 12m. It was also shown, that the proposed approach may be used operationally, for instance, in the continuous assessment of temporal bathymetry changes, for areas important in the context of ensuring local maritime safety.  相似文献   

17.
As a part of the environmental impact assessment studies, geotechnical properties of sediments were determined in the Central Indian Basin. The undrained shear strength and index properties of the siliceous sediments were determined on 20 box cores of uniform dimension collected from various locations in five preselected sites. The maximum core length encountered was 41 cm and most of the sediments were siliceous oozes consisting of radiolarian or diatomaceous tests. The shear strength measurements revealed that surface sediments deposited in recent times (0-10 cm) have a shear strength of 0-1 kPa; this value increases with depth, reaching 10 kPa at 40 cm deep. Older sediments have greater strength because of compaction. Water content varies in the wide range of 312-577% and decreases with depth. The clay minerals such as smectite and illite are dominant and show some control over water content. Wet density, specific gravity, and porosity do not indicate any notable variation with depth, thereby indicating a uniform, slow rate of sedimentation. The average porosity of sediments is 90.2%, specific gravity 2.18, and wet bulk density 1.12 g/cm 3 . Sediments exhibit medium to high plasticity characteristics, with the average plasticity index varying between 105% and 136%. Preliminary studies on postdisturbance samples showed an increase in natural water content and a decrease in undrained shear strength of sediments in the top 10- to 15-cm layer.  相似文献   

18.
The rare earth element (REE) distribution in nine deep-sea ferromanganese nodules and their associated siliceous sediments from the Central Indian Ocean Basin (CIOB) have been studied to elucidate the REE relationship among them. Total REE concentration varies from 398-928 ppm in the nodules and 137-235 ppm in the associated sediments, suggesting two- to four-fold enrichment in the nodules compared to associated sediments. REE of nodules and their associated sediments show a positive correlation, suggesting REE are supplied from a common source such as seawater. The positive correlation between REE of nodules and sediments from the CIOB is contrary to the competitive scavenging of REE between nodules and sediment in the equatorial Pacific Ocean. REEs in the nodules are carried by Fe, P, and Ti, whereas in the sediment they are carried by P and Mn phases. A similar REE fractionation pattern with middle REE enrichment over heavy and light REE in both the nodules and their associated sediment suggest fractionation is independent of REE abundance and their carrier phases.  相似文献   

19.
Detailed acoustic surveys of benthic sediments were conducted in July 1995 and September 1998 in the vicinity of Humboldt Bay, California. During these surveys, a band of enhanced acoustic backscatter was observed offshore from the bay entrance, approximately parallel to the isobaths, in water depths ranging from 16-24 m. In order to assess the cause of the increase in backscatter levels, a more comprehensive study was conducted in August and September 1999 using 100 kHz side-scan sonar, bottom grab sampling and underwater video recording. New observations indicated that a dense population of sand dollars ( Dendraster excentricus ) coincided with the enhanced backscatter band. Compared to the two previous acoustic studies, the central section of the band expanded westward by 180 m and the southern section of the band shifted eastward by 160 m, possibly resulting from a change in the biological or physical factors which influence the location and breadth of sand dollars. The relationship between high sand dollar abundance and enhanced acoustic backscatter was further verified in the nearshore region off Samoa Beach California, where a dense, banded population of sand dollars was previously observed. Video footage confirmed the presence of a band of sand dollars, also nominally parallel to the isobaths, in water depths of 8-15 m. A band of enhanced backscatter coincided with the dense sand dollar population. The identification of dense aggregations of sand dollars through enhanced acoustic backscatter could lead to the use of acoustic techniques to study sand dollar distributions and abundance.  相似文献   

20.
Vast reserves of marine minerals are known to occur within the Mexican Exclusive Economic Zone. These reserves include: (1) heavy mineral placers rich in titanium and iron along the coast of San Antonio del Mar, Baja California and the southern States of Oaxaca and Guerrero; (2) phosphorites, which represent the only source for superphosphate fertilizers along the Pacific coast off the Baja California peninsula and the Gulf of Tehuantepec; and (3) manganese oxide deposits in nodule and crusts located adjacent to the Clarion-Clipperton Zone and containing high concentrations of Cu + Ni + Co (up to 1.9%), which are essential for the steel and super-alloy industries. Few but important efforts toward surveying these deposits have been carried out by Mexican and international researchers. Relevant data generated by these investigations are reviewed here and put together in a single document. Adequate knowledge of Mexican mineral resources is essential for the development of management strategies when offshore mining starts during this century. Thus, the review discusses the economics inherent to ocean mining in Mexico, setting baselines for future exploration and development activities in the Mexican Exclusive Economic Zone.  相似文献   

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