Fluid escape features as relevant players in the enhancement of seafloor stability?

Fluid migration within the sedimentary column contributes significantly to slope failure and pockmark formation and can be an effective triggering mechanism to generate submarine landslides. Pockmarks are thus commonly listed among geohazards. Contrary to these accepted notions, we propose here an alternative view of pockmarks with an example from the Eastern Niger Submarine Delta: Pockmarks and associated chimneys may increase or modify the shear strength of sedimentary layers and locally enhance seafloor stability. The analysis of two 3D seismic volumes shows that a landslide deposit divides into two branches around a cluster of three pockmark chimneys, interpreted to impede its further development. The morphological characteristics of a slide constrained by fluid seepage features show the potential role of fluid escape in marine sediment strengthening.     

Weak numerical comparability of ISO-7027-compliant nephelometers. Ramifications for turbidity measurement applications

Nephelometric turbidity, a measure of light scattering by particles suspended in water, is commonly used for indicating water clarity or suspended particulate matter (SPM) concentration. Different turbidity sensors have long been known to respond differently to the same suspensions. Design standards have been introduced to improve comparability of turbidity sensors, notably the ISO-7027 standard adopted by a number of manufacturers. We compared six ISO-7027-compliant nephelometers in river silt, kaolinite (layer clay) and algae-laden pond water, with rigorous tank experiments over a wide (100-fold) concentration range. The responses of four different field-type (in situ) and two cuvette instruments, all calibrated to the same freshly made formazin standards, were very strongly linearly correlated, but ranged about twofold in magnitude. Apparently, even sensors meeting the same design standard (ISO-7027) cannot be relied on to output numerically similar formazin nephelometric unit (FNU) values. This weak numerical comparability highlights the futility of treating turbidity as an absolute quantity, for example in environmental standards or studies of fine SPM effects on aquatic life. Indeed, reporting of turbidity in informal units such as FNU is best avoided. Turbidity records should be converted, by site-specific calibrations, to quantities of ultimate interest such as SPM concentration or total phosphorus. For performance monitoring of field nephelometers, we advocate routine site-specific calibration, not to formazin, but to the light beam attenuation coefficient (beam-c; units: m⁻¹). Beam-c is a proper (SI) physical quantity that can be precisely measured by beam transmissometry, as in our experiments, and is accurately convertible to visual clarity.     

Numerical upper bounds to the ultimate load bearing capacity of three-dimensional reinforced concrete structures

This contribution is addressing the ultimate limit state design of massive three-dimensional reinforced concrete structures based on a finite-element implementation of yield design theory. The strength properties of plain concrete are modeled either by means of a tension cutoff Mohr Coulomb or a Rankine condition, while the contribution of the reinforcing bars is taken into account by means of a homogenization method. This homogenization method can either represent regions of uniformly distributed steel rebars smeared into the concrete domain, but it can also be extended to model single rebars diluted into a larger region, thereby simplifying mesh generation and mesh size requirements in this region. The present paper is mainly focused on the implementation of the upper bound kinematic approach formulated as a convex minimization problem. The retained strength condition for the plain concrete and homogenized reinforced regions are both amenable to a formulation involving positive semidefinite constraints. The resulting semidefinite programming problems can, therefore, be solved using state-of-the-art dedicated solvers. The whole computational procedure is applied to some illustrative examples, where the implementation of both static and kinematic methods produces a relatively accurate bracketing of the exact failure load for this kind of structures.     

Timing of arrival of the Danube to the Black Sea: Provenance of sediments from DSDP site 380/380A

Estimates for the timing of the arrival of Danube sediment to the Black Sea range from Messinian to Pleistocene; the river is currently the largest sediment contributor, supplying 88 MT/yr. We identify two changes in siltstone provenance‐sensitive heavy mineral abundances at DSDP site 380/380A in the southwest Black Sea. Comparison with modern river sediment compositions indicates that siltstones above 571.5 mbsf (metres below sea floor) were supplied by the Danube, while sediments below 651.0 m were sourced by other supply systems. Palaeo‐magnetic, ⁴⁰Ar/³⁹Ar and biostratigraphic data reveal that the influx of Danube‐supplied sediment to the southwest Black Sea began between 4.36 ± 0.19 Ma and 1 Ma ago (Zanclean–Calabrian). Our results provide an independent time constraint on palaeogeographic reconstructions of the Pannonian and Dacian basins, which acted as upstream sediment sinks, and suggest that significant volumes of Danube‐supplied sediment only started to reach the Black Sea at least 1 Ma after the Messinian Salinity Crisis (5.971–5.33 Ma) had ended.     

圆弧形沉积谷地对平面P波的三维散射解析解

采用大圆弧面来模拟半空间表面,利用波函数展开法在频域内给出了圆弧形沉积谷地形对平面P波三维散射的一个解析解,并以此解答为基础,进一步分析了入射波频率和入射角度对圆弧形沉积谷地场地反应的影响。数值结果表明,入射波的频率和入射角度对圆弧形沉积谷地场地反应有重要影响。     

Should average shear-wave velocity in the top 30 m of soil be used to describe seismic amplification?

The average velocity of shear waves in the top 30 m of soil, ν_L, has become the parameter used by many engineering design codes and most recently by published empirical-scaling equations to estimate the amplitudes of strong ground motion. Yet there are few studies to determine whether this is a meaningful parameter to use—and whether estimates that do use it are reliable. In 1995, the authors studied this problem and concluded that ν_L should not be used. We reported then that an older site characterization in terms of the soil site parameter proposed by Seed et al. [1], s_L, worked better because it included a measure of the thickness of the soil layers to considerably greater depths. Our report, however, made no difference; numerous papers continued to be published based only on scaling in terms of ν_L, and worse, they also ignored the geological site conditions. The purpose of this paper is to emphasize that the average shear-wave velocity in the top 30 m of soil should not be the only site parameter used to scale strong-motion amplitudes. While the search continues for the more meaningful site parameters to use in empirical scaling of strong earthquake ground motion, it is better to use s_L to describe the amplification of seismic waves by soil deposits near the surface.     

Zero-stress,cylindrical wave functions around a circular underground tunnel in a flat,elastic half-space: Incident P-waves

The zero-stress boundary conditions at the surface of the half-space in the presence of surface and sub-surface cavities for in-plane, incident cylindrical P- and SV-waves have always posed challenging problems. The outgoing cylindrical P- and SV-waves can be represented by Hankel functions of radial distance coupled with the sine and cosine functions of angle. Together, at the half-space surface the P- and SV-wave functions are not orthogonal over the semi-infinite radial distance from 0 to infinity. Thus, to simultaneously satisfy the zero in-plane, normal, and shear stresses, an approximation of the geometry is often made. This paper presents an analytical formulation of the boundary-valued problem, where the Hankel wave functions are expressed in integral form, changing the representation from cylindrical to rectangular coordinates, so that the zero-stress boundary conditions at the half-space surface can be applied in a more straightforward way.     

Coupling mechanisms in double sandbar systems. Part 1: patterns and physical explanation

Crescentic sandbars and rip channels along wave‐dominated sandy beaches are relevant to understand localized beach and dune erosion during storms. In recent years, a paradigm shift from hydrodynamic template models to self‐organization mechanisms occurred to explain the formation of these rhythmic features. In double sandbar systems, both the inner‐ and outer‐bar rip channels and crescentic planshapes are now believed to be free instabilities of the nearshore system arising through self‐organization mechanisms alone. However, the occasional occurrence of one or two inner‐bar rip channels within one outer‐bar crescent suggests a forced, morphologically coupled origin. Here we use a nonlinear morphodynamic model to show that alongshore variability in outer‐bar depth, and the relative importance of wave breaking versus wave focussing by refraction across the outer bar, is crucial to the inner‐bar rip channel development. The coupling patterns simulated by our model are similar to those observed in the field. Morphological coupling requires a template in the morphology (outer‐bar geometry) which, through the positive feedback between flow, sediment transport and the evolving morphology (that is, self‐organization) enforces the development of coupling patterns. We therefore introduce a novel mechanism that blurs the distinction between self‐organization and template mechanisms. This mechanism may also be extended to explain the dynamics of other nearshore patterns, such as beach cusps. The impact of this novel mechanism on the alongshore variability of inner‐bar rip channels is investigated in the companion paper. Copyright © 2010 John Wiley and Sons, Ltd.     

地下圆形衬砌洞室在平面P波入射下的动应力集中:三维级数解

利用波函数展开法,研究了地下圆形衬砌洞室在入射平面P波作用下的动应力集中问题并给出了三维级数解。研究表明:(1)衬砌刚度对环向与轴向动应力集中系数都具有重要影响,刚性衬砌、无衬砌和柔性衬砌三种情况下的动应力集中系数在空间上的分布基本相同,但刚性衬砌情况的动应力集中系数最大,无衬砌情况次之,柔性衬砌情况最小,波阵面夹角入射时1δ=45°,环向与轴向动应力集中系数最大可分别达到16.62与8.53;(2)随着入射频率的增大,环向动应力集中系数在多数情况下逐渐减小;(3)波入射角度对动应力集中系数也有很大影响,随着入射波与y轴夹角2δ的增加,环向动应力集中系数总体上逐渐减小,而轴向动应力集中系数多数情况下逐渐增大。