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1.
Residual undrained shear strength, su_res, is an important parameter for analyzing the response of structures buried within potentially unstable soil mass. A framework for estimating su_res of fine grained sediments from gravity corer penetration has been developed considering viscous drag during free fall of the corer through seawater and cohesive energy loss during sediment penetration. The procedure was used to estimate su_res using data from a submarine geotechnical investigation in western Canada. Comparison of the results with alternative estimates of su_res from miniature torvane tests on the gravity core samples and CPTs performed nearby reveals a reasonable agreement. 相似文献
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Gravity core samples provide the basic data source for a wide range of geological, geotechnical and geochemical studies. However, the length of the core recovered is often less than the penetration achieved by the corer, such cores being described as shortened. If the penetration of the corer has been measured, and it is assumed that no dropout of the core occurs as the barrel is withdrawn from the seabed, it is present practice to reconstruct in situ dimensions using an overall correction factor based on this penetration and the length of core recovered. However, measurements, reported here, have been made of corer penetration and sample entry and these show that the entry deficit (penetration minus sample entry) develops in some instances continuously, and in others intermittently. These results indicate that an overall correction factor is unlikely to be appropriate to any given section of the core. 相似文献
5.
Identifying late Quaternary coastal deposits in Kyonggi Bay, Korea, by their geotechnical properties 总被引：1，自引：0，他引：1
Based on cone penetration tests with pore pressure measurements (CPTUs) and standard penetration tests (SPTs), the geotechnical properties of five lithostratigraphic units were determined during the construction of Incheon international airport on reclaimed macrotidal flats in Kyonggi Bay, Korea. Two late Pleistocene non-marine units (unit V and unit IV) display largest N values (cf. number of blows required to achieve a standard penetration), reflecting coarse-grained and overconsolidated sediments. Tidal channel and tidal flat facies (unit IIIb) consist of unweathered late Pleistocene tidal sand and mud. The tidal channel facies is characterized by upward-decreasing cone resistance (q
t) and sleeve friction (f
s) with negative pore pressures (u
bt), reflecting a fining-upward textural trend. The tidal flat facies, by contrast, is represented by uniformly low q
t and f
s values with high friction ratios (FRs), suggesting homogeneous muddy deposits. Two overconsolidated units, a weathered late Pleistocene tidal mud (unit IIIa) and an early Holocene organic-rich non-marine mud (unit II), are characterized by high q
t, f
s, FRs and N values, unit IIIa being much more consolidated than unit II. Holocene tidal sands and muds (unit I) show the smallest q
t and f
s values with positive u
bt. These are slightly more consolidated than the tidal flat facies of unit IIIb. Two unconformable boundaries (a sequence boundary and a transgressive surface) have also been identified on some CPTU and SPT profiles. The boundaries are indicated by gradual but sharp increases in q
t, f
s and N values with an abrupt drop of u
bt, which indicates the contact between two units showing contrasting rigidity. The regional pattern produced by the unconformable boundaries indicates the presence of late Pleistocene valleys which pass through the middle of study area. The location of the valleys seems to be controlled by the antecedent basement morphology. 相似文献
6.
Gravity and S-wave modelling across the Jan Mayen Ridge,North Atlantic; implications for crustal lithology 总被引：1，自引：0，他引：1
Rolf Mjelde Inger Eckhoff Ståle Solbakken Shuichi Kodaira Hideki Shimamura Karl Gunnarsson Ayako Nakanishi Hajime Shiobara 《Marine Geophysical Researches》2007,28(1):27-41
The horizontal components from fourteen Ocean Bottom Seismometers deployed along four profiles focused along the western margin
of the Jan Mayen microcontinent, North Atlantic, have been modelled with regard to S-waves, based on P-wave models obtained
earlier. The seismic models have furthermore been constrained by 2D gravity modelling. High V
p/V
s-ratios (2.3–7.9) within the Cenozoic sedimentary section are attributed to significant porosities, whereas V
p/V
s-ratios in the order of 1.9–2.2 for the Mesozoic and Paleozoic sedimentary rocks indicate shale-dominated lithology throughout
the area. The eastern side of the Jan Mayen Ridge is interpreted as a passive, volcanic margin, based on relatively high crustal
V
p/V
s-ratios (1.9), whereas lower V
p/V
s-ratios (1.75–1.8) suggest the presence of intermediate composition crust and non-volcanic margin on the western side of the
ridge. In the westernmost part of the Jan Mayen Basin, slightly increased upper mantle V
p/V
s-ratios may indicate some degree of serpentization of upper mantle peridotites. 相似文献
7.
A measurement system is described for recording vertical accelerations of piston or gravity corers during penetration. The
system consists of acceleration, tilt, and absolute pressure sensors. Double integration of the acceleration signal during
the penetration time gives the maximum penetration depth of the core. This value, when compared with the total length of recovered
core allows quantification of core compaction or core loss. The system was used successfully on 13 gravity and piston corers
during RV Polarstern cruise XI/4 to Antarctica. In most cases the recovered core length is less than the total core penetration, with a maximum
core compaction of 30%. A general increase of core compaction or core loss with core length can be observed.
Received: 12 December 1998 / Revision received: 22 June 1999 相似文献
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The paper presents the design and preliminary test results of a corer used for hard seafloor sediments sampling.Generally the sediment cores are provided by either gravity-type coring or deep-ocean drilling for a range of studies.However,in consideration of the operability and available sample length in collecting hard sediments,these methods exhibit no advantages.In this paper,a new corer which can exploit both hydrostatic energy and gravity energy for hard sediments coring is presented.The hydrostatic energy is provided by pressure differential between ambient seawater pressure and air pressure in an empty cavity.During sampling process,the corer penetrates into the sediment like a gravity corer and then automatically shifts to the percussion mode.The experiments in the laboratory indicate that the corer can complete 40 cycles in the sea with a cycle time of 2.8 seconds in percussion mode and impact the sample tube with the velocity of 0.2 m/s during each cycle.Besides,its adjustable falling velocity can make the corer achieve the maximum efficiency in coring different sediments. 相似文献
10.
AbstractThe zero load readings of cone resistance (qc) and sleeve friction (fs) measured by a piezocone (uCPT) shift with the ambient temperature. A method of correcting the effect of temperature on uCPT measurements in seabed sediments has been proposed for the case where there is no temperature sensor in the uCPT probe. This method is based on the assumption that the “actual” profile of fs of soft shallow seabed sediments linearly increases with depth, and a rate of increase of α?=?0.2?kPa/m was obtained using measured ground temperatures and fs values in seabed sediments in Isahaya Bay, Japan. An “actual” fs profile can then be constructed using the measured fs value at the shallow surface and the value of α. Using the differences between the measured and the estimated “actual” fs profiles, the ground temperature profile can be obtained, and then the effect of temperature on the uCPT measurements can be corrected. The proposed method was used for temperature corrections on uCPT measurements in Isahaya Bay, Japan. The values of undrained shear strength (su) from the temperature-corrected uCPT measurements agree well with the laboratory measured values of su using the undisturbed soil samples. 相似文献
11.
Lars Chresten Lund-Hansen Morten Pejrup Jens Valeur Anders Jensen 《Estuarine, Coastal and Shelf Science》1994,38(6)
Gross sedimentation rates (GSR) have been measured using sediment traps placed at nine different levels above the bed (0·3, 0·5, 0·8, 1·0, 2·0, 4·0, 6·0, 8·0 and 10·0 m). The sediment traps were deployed for 1·25 years and recovered 28 times during the study period. Low average GSR values of 5·5 g m-2 day-1 were obtained at 10·0 m, and high average GSR values of 114·8 g m-2 day-1 were obtained at 0·3 m. An expression for the eddy diffusion coefficient of suspended particulate matter (Ks), based on the measured GSR is given. The expression has been used for modelling of Ks at the different trap levels above the bed. High values (≈42 cm2 s-1) of Ks were obtained at the upper traps, whereas low values (≈2 cm2 s-1) were obtained near the bed. Comparison between level of turbulent energy in terms of shear stress at the boundaries of the water column, i.e. from the wind and the bed flow, showed that wind energy exceeded that of the bed flow by a factor 16. At 5·0 m Ks was positively correlated (r=0·66) to the eddy diffusion coefficient of momentum (Km) derived from the wind energy transfer to the water, giving an average β of 0·5 for Ks =βKm. The density difference between surface and bottom waters has been designated a parameter of stratification, and is discussed in relation to variations of Ks and Km . 相似文献
12.
M. A. Srokosz 《Ocean Engineering》1988,15(4)
In this note the effect of changes in sea-state, as measured by the significant wave heigh Hs, on the joint distribution of individual wave height and period are considered. Wave data, obtained from a Waverider buoy during the growth phase of a storm, are used in the analysis. It is found that, by correctly scaling the individual heights and periods, the form of the joint distribution does not depend on Hs, but is dependent on the bandwidth of the spectrum. The results obtained also give some indication of the period of individual, high zero-upcrossing waves. 相似文献
13.
The presences of the common macroalgae Ulva sp. and Jania rubens vary between seasons along the Israeli Mediterranean intertidal zone. To reveal some of the potential acclimation mechanisms of these algae, we examined their photosynthetic traits during the year using rapid light curves (RLC) derived from pulse amplitude modulated (PAM) fluorometry. In addition, the relationships between those photosynthetic traits and the relative abundances of the two algae were investigated. Ulva sp. showed high maximal electron transport rates (ETRmax) (49.7–68.8 μmol electrons m−2 s−1) and onsets of light saturation values (Ek) (75.8–85.6 μmol photons m−2 s−1) in the winter months of December–February, while low values were found in the summer months of June–July (5.2–20.6 μmol electrons m−2 s−1 and 6.0–23.7 μmol photons m−2 s−1, respectively). At noon time (during the highest irradiance of the day), the maximal effective quantum yield (Y0) did not vary significantly during the year. These results indicate that seasonal irradiance influences the number of reaction centres per thallus area. Both algae showed depressions in Y0 at noon (23.8% for Ulva sp. and 20.3% for Jania rubens), indicating an efficient non‐photochemical quenching mechanism. A positive correlation between the relative abundance and the photosynthetic parameter Y0 was found for Jania rubens when Y0 was sampled in the morning or noon, indicating that growth rate and primary production for this alga can be estimated from RLCs. No such correlation was found for Ulva sp., indicating that, in addition to photosynthetic traits, the relative seasonal abundance of this alga is influenced by other factors such as grazing and/or catastrophic events. 相似文献
14.
H. Omara G. M. Abdeelaal K. Nadaoka A. Tawfik 《Marine Georesources & Geotechnology》2020,38(2):133-143
AbstractBecause scour is one of the main reasons for bridge failure, this study focuses on accurately predicting the maximum scour depth around different vertical and inclined piers. Scouring is an issue of concern in the bridge design process, as most existing equations for predicting local scour near bridge piers suffer from over- or underprediction issues, resulting in higher foundation costs or bridge failure and inaccurate predictions of the scour around piers. The dimensionless maximum scour depths (ys/D) of vertical and inclined piers were investigated for seven pier shapes with different L/D ratios and four inclination angles (θ) under shallow flow conditions. The inclined pier configuration reduced the ys/D of the piers. The maximum ys/D was observed for a rectangular pier with an L/D of 4.5 in both vertical and inclined configurations (θ of 10, 15 and 21°, respectively). The ys/D was significantly decreased by increasing the angle of the pier from 10 to 30°. The ys/D of the inclined rectangular piers decreased as θ decreased from 30 to 10° and the L/D ratio increased from 1 to 4.5. The best ys/D results were obtained for inclined rectangular piers at a θ value of 30° and an L/D ratio of 7.5 compared to other shapes and inclination angles. New equations were developed to predict the local scour depth for circular, square and rectangular bridge piers. The equations yielded excellent results for predicting the maximum clear water scour depth around vertical and inclined piers with inclination angles of 10, 15, 21 and 30°, respectively. 相似文献
15.
Quality control in mud coring 总被引：1，自引：0，他引：1
W. R. Parker 《Geo-Marine Letters》1991,11(3-4):132-137
Consideration of factors influencing the interaction between a corer and sediment suggest the likelihood of significant and
anisotropic straining of the particle framework during coring. Direct observations allow the coring process to be discretised,
the relative motion of corer, core and sediment to be visualized and confirm that the development of differences between corer
penetration and core length is not a continuous process. Records suggest the possibility of dislocation of the relative positions
of porewater and particle framework, which may lead to the disequilibration of sorbed species. 相似文献
16.
Paul C. Liu 《Ocean Engineering》1983,10(6):429-441
This paper proposes the following generalized representation for a wind-wave frequency spectrum:
where E = ∫S(f)df is the variance of the surface displacement; fm is the frequency of the spectral peak; and Ci's, i = 1,2,3, are dimensionless parameters that can be determined from the internal spectral parameters of a given spectrum.When applied to 234 sets of wave spectra recorded in the Great Lakes, this representation has been realistic, accurate, and capable of representing widely varied wave processes. The Ci's are clearly related to wave growth processes; they are large during early growth, decrease as waves grow, and reach approximate equilibrium when waves are fully developed. 相似文献
Full-size image (1K)
17.
Partial equivalent conductances and partial equivalent volumes of the major constituents in seawater were used to evaluate the specific gravity-conductivity-chlorinity-salinity relationships in the marine environment. For example, in the open ocean, the relationships between Cl‰ and both S‰ and specific gravity are valid to within 0.014‰ and 0.014 σt, respectively. The relationships between conductivity and S‰ and specific gravity are valid to within 0.006‰ and 0.007 σt. In river diluted nearshore areas specific gravity anomalies inferred from Cl‰, can be as great as 0.06 σt and 0.04 σt when inferred from a conductivity ratio measurement. 相似文献
18.
南海东北部晚更新世以来沉积环境演变的矿物-地球化学记录 总被引：11，自引：6，他引：5
对南海东北部69柱(20°07.10'N,118°49.0'E)沉积物岩心进行碎屑矿物-地球化学特征研究,结果表明,以孔深165cm为界可划分出晚更新世末次冰期沉积和全新世冰后期沉积,这一地层划分结果与根据浮游有孔虫氧、碳同位素分析得出的结果是一致的.末次冰期时自生黄铁矿和硫元素高度富集,钠与铝、镁与铝和钠与钾的比值均较高,重矿物和SiO2含量较高,CaCO3含量较低,反映当时是一种相对闭塞的缺氧环境,气候干寒,化学风化作用较弱,以机械风化作用为主;研究区主要接受粒径较粗的硅质沉积;陆源物质的稀释作用可能是造成碳酸盐含量相对较低的主要原因.冰后期褐铁矿出现高含量,钠与铝、镁与铝和钠与钾的比值均降低,Al2O3和CaCO3含量增高,反映沉积环境渐变为开放的氧化环境,气候转变为化学风化作用较强的湿热气候;研究区以接受较细粒的铝硅酸盐沉积为主,冰消期时还出现了碳酸盐保存高峰事件. 相似文献
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Undisturbed sediment cores were collected by a modified gravity corer from Funka Bay. The sedimentation rate is determined by both210Pb and pumice chronological methods. The sedimentation rates by210Pb method are concordant with those by pumice methods. The derived rate varies from 0.06 to 0.22 g cm–2 y–1, and an average is 0.09 g cm–2 y–1. 相似文献
20.
黄渤海海域波浪时空变化特征分析 总被引：1，自引：0，他引：1
本文利用欧洲中期预报中心(ECMWF)第五代再分析数据集(ECMWF Reanalysis v5 ERA5,ERA5),对中国黄渤海海域2000-2019年的波浪进行了统计分析。得到如下的结论：1.黄渤海海区波浪具有明显的季节性,渤海区域有效波高呈现出周边小,中间大的特点;黄海海域有效波高Hs呈现由南向北降低的趋势;研究区域冬季有效波高均值大于其他季节。2.平均周期T的季节分布类似于有效波高的季节均值分布。渤海仅秋冬季T的均值存在大于4s的区域;黄海海域T的季节分布也呈现由南向北递减的趋势,其中长江口外海区域秋冬季T的季节均值可达6s。3.有效波高距平场EOF分解结果显示,第一模态表明了波浪变化具有明显的季节性特征;第二模态反映了季风的季节转换对有效波高的影响;第三模态代表的可能是地形的变化对有效波高变化的影响。4．代表点统计结果显示：整个渤海地区的常浪向为 NNE~NE,强浪向以 NE和 NNE 为主;黄海海域的常浪向为SSE-SE向,强浪向以 N和 SSE 为主。 相似文献