A Note on Soil Structure Resistance of Natural Marine Deposits

It has been well documented that natural normally-consolidated marine soils are generally subjected to the effects of soil structure. The interpretation of the resistance of soil structure is an important issue in the theory study and engineering practice of ocean engineering and geotechnical engineering. It is traditionally considered that the resistance of soil structure gradually disappears with increasing stress level when the applied stress is beyond the consolidation yield stress. In this study, however, it is found that this traditional interpretation of the resistance of soil structure can not explain the strength behavior of natural marine deposits with a normally-consolidated stress history A new interpretation of the resistance of soil structure is proposed based on the strength behavior. In the preyield state, the undrained strength of natural marine deposits is composed of two components: one developed by the applied stress and the other developed by the resistance of soil structure. When the applied stress is beyond the consolidation yield stress, the strength behavior is independent of the resistance of soil structure.     

Hilbert Transferin Applied to Separation of Waves

The analytical method (AM) for separation of composite waves is presented based on the Hilbert transform. It is ap-plicable to both regular and irregular trains of waves. The wave data series measured with two wave gauges in the experi-ments are separated into two series of incident and reflected waves. Then, the reflection coefficient can be easily ob-tained. The arrival of reflected waves can also be detected for improveraent of the accuracy of the reflection coefficient. The reflection performance of the physical model can be estimated exactly without calculation of wave height and phase difference. Numerical samples developed to test the method are proved to be accurate. Physical experiments are conduct-ed and compared with Goda s method and satisfactory results are obtained.     

Fatigue Behavior of Plain Concrete Under Biaxial Compression: Experiments and Theoretical Model

The effects of different lateral confinement stress on the fatigue behavior of and cumulative damage to plain concrete are investigated experimentally. Eighty 100 mm x 100 mm x 100 mm specimens of ordinary strength concrete are tested under constant- or variable-amplitude fatigue loading and lateral confinement pressure in two orthogonal directions. A fatigue equation is developed by modifying the classical Aas-Jakobsen S-N equation for taking into account the effect of the confined stress on fatigue strength of plain concrete. The results of variable-amplitude fatigue tests indicate that the linear damage theory proposed by Palmgren and Miner is unreasonable in the biaxial stress state. A nonlinear cumulative damage model that could model the effects of the magnitude and sequence of variable-amplitude fatigue loading and lateral confinement pressure is proposed on the basis of the evolution laws of the residual strains in the longitudinal direction during fatigue tests. The residual fatigue life predic     

Dynamical downscaling of future sea level change in the western North Pacific using ROMS

The future regional sea level (RSL) rise in the western North Pacific is investigated by dynamical downscaling with the Regional Ocean Modeling System (ROMS) with an eddy-permitting resolution based on three global climate models—MIROC-ESM, CSIRO-Mk3.6.0, and GFDL-CM3—under the highest greenhouse-gas emission scenario. The historical run is forced by the air-sea fluxes calculated from Coordinated Ocean Reference Experiment version 2 (COREv2) data. Three future runs—ROMS-MIROC, ROMS-CSIRO, and ROMS-GFDL—are forced with an atmospheric field constructed by adding the difference between the climate model parameters for the twenty-first and twentieth century to fields in the historical run. In all downscaling, the RSL rise along the eastern coast of Japan is generally half or less of the RSL rise maxima off the eastern coast. The projected regional (total) sea level rises along the Honshu coast during 2081–2100 relative to 1981–2000 are 19–25 (98–104), 6–15 (71–80), and 8–14 (80–86) cm in ROMS-MIROC, ROMS-CSIRO, and ROMS-GFDL, respectively. The discrepancies of the RSL rise along the Honshu coast between the climate models and downscaling are less than 10 cm. The RSL changes in the Kuroshio Extension (KE) region in all downscaling simulations are related to the changes of KE (northward shift or intensification) with climate change.     

危害后季稻的秋季低温预报方法

本文以农谚为线索,采用多张概率图作为综合因子,用逐步回归的方法试作了危害后季稻的秋季低温预报指标,希望通过这些指标能比较早而准确地预报出秋季低温到来的迟早,供领导部门参考,以便采取措施,避免或减轻低温带来的危害。本指标已在实际中使用四年,预报与实况均符合,取得了一定的服务效果。     

酒西盆地青南凹陷柳沟庄-窟窿山地区下白垩统震积岩的发现及意义

在甘肃省酒西盆地青南凹陷柳沟庄-窟窿山地区下白垩统下沟组及中沟组地层序列中,首次发现发育一套地震事件沉积物,是一套含微裂缝或同生变形构造及振动液化泄水构造等震积特征的泥质白云岩、白云质泥岩及泥质粉砂岩的组合.本区震积作用及震积岩的主要识别标志为振动液化卷曲变形及其伴生构造、重荷模及伴生构造、脆性和塑性两类沉积物相间的滑塌变形作用及滑塌岩、软沉积物的液化作用及泄水构造、层内阶梯状断层及地裂缝.柳沟庄-窟窿山地区下白垩统震积岩的发现,填补了本区震积岩研究的空白,反映了本区在早白垩世存在一个强烈的构造活动时期,可以推测其影响范围可能还会波及青南凹陷的其他地区,也有望在酒西盆地类似环境的其他凹陷发现震积岩,开辟震积岩研究的新领域.区域构造背景的研究同样表明,青南凹陷青西Ⅰ号同生断裂带及509断阶带的强烈构造活动正是本区早白垩世震积作用的直接诱发因素,为本区震积岩的存在提供了科学依据.     

天然气水合物资源量估算方法及应用

近年大量的勘探与研究成果表明,中国南海海域具有良好的水合物资源前景。根据所掌握的勘探资料,尝试利用“概率统计法”对南海海域水合物资源前景进行了初步预测,在50%概率的条件下,南海海域的水合物资源量约为649.68×1011m3,与众多学者对全球天然气水合物资源量的估算相似。由于目前勘探程度较低和很多评价参数不能准确给定,因此对南海海域天然气水合物资源量的估算是初步的。该项研究旨在探索天然气水合物资源量的评估方法,随着勘探、研究程度的深入和评价资料的增多,水合物资源量的评价精度将会得到进一步的提高。     

Estimating ventilation time scales using overturning stream functions

A simple method for estimating ventilation time scales from overturning stream functions is proposed. The stream function may be computed using either geometric coordinates or a generalized vertical coordinate, such as potential density (salinity in our study). The method is tested with a three-dimensional circulation model describing an idealized semi-enclosed ocean basin ventilated through a narrow strait over a sill, and the result is compared to age estimates obtained from a passive numerical age tracer. The best result is obtained when using the stream function in salinity coordinates. In this case, the reservoir-averaged advection time obtained from the overturning stream function in salinity coordinates agrees rather well with the mean age of the age tracer, and the corresponding maximum ages agree very well.