Identifying parameters controlling soil delayed behaviour from laboratory and in situ pressuremeter testing

The aim of this paper is to present a methodology for identifying the soil parameters controlling the delayed behaviour from laboratory and in situ pressuremeter tests by using an elasto‐viscoplastic model (EVP‐MCC) based on Perzyna's overstress theory and on the elasto‐plastic Modified Cam Clay model. The influence of both the model parameters and the soil permeability was studied under the loading condition of pressuremeter tests by coupling the proposed model equations with Biot's consolidation theory. On the basis of the parametric study, a methodology for identifying model parameters and soil permeability by inverse analysis from three levels of constant strain rate pressuremeter tests was then proposed and applied on tests performed on natural Saint‐Herblain clay. The methodology was validated by comparing the optimized values of soil parameters and the values of the same parameters obtained from laboratory test results, and also by using the identified parameters to simulate other tests on the same samples. The analysis of the drainage condition and the strain rate effect during a pressuremeter test demonstrated the coupled influence of consolidation and viscous effects on the test results. The numerical results also showed that the inverse analysis procedure could successfully determine the parameters controlling the time‐dependent soil behaviour. Copyright © 2008 John Wiley & Sons, Ltd.     

Experimental research on mechanical characteristics and strength criterion of rock of triaxial unloading tests under different stress pathsEI北大核心CSCD

By carrying out triaxial unloading test under different stress paths on rock, the complete stress-strain curves, deformation characteristics and its strength criterion are studied. The test results show that the relation between lateral strain and confining pressure firstly is linear, and then is nonlinear in the total stage of unloading confining pressure. And its growth rate is about 3 to 5 times the growth rate of the axial strain. It shows obvious lateral dilatancy, and the degree of dilatancy is related to the unloading path. According to the area that is enclosed by confining pressure and volumetric strain curve, it can be seen that the greater the confining pressure is before unloading, the more the energy releases. Deformation modulus decreases gradually with the unloading confining pressure, and increases with the initial confining pressure; the relation between deformation modulus and confining pressure shows negative exponential distribution overall. At the same unloading paths, the reduction of the deformation modulus increases with the increase of initial confining pressure. The Poisson's ratio rises up continually, and the variation law with the confining pressure can be well described by nonlinear. Failure characteristics of rock are mainly shear failure. The strength characteristics of rock can be well characterized by using the Mohr strength criterion of power function. These conclusions provide reliable theoretical reference and guiding significance for the deep mining of the underground metal mine.     

砂粒粒径与砂层厚度对单体筐养养殖系统中三疣梭子蟹(Portunus trituberculatus)幼蟹摄食行为与生长特性的影响研究

建立了以经过遗传改造的发光细菌Acinetobacter sp. RecA为受试物种的环境污染物遗传毒性快速检测方法,该方法最快可在3h内得到毒性评价结果。采用该方法评价了环渤海排污口12份污水样品的遗传毒性。环渤海12个排污口的污水样品均表现出了不同水平的遗传毒性,并呈现出一定的分布特征。其中,高毒水质集中出现在山东半岛污水样品中,中毒水质集中出现在辽东半岛地区,而低毒水质主要集中于京津冀地区。综上,在环渤海的污水样品遗传毒性检测中,这种新型发光细菌法具有快速、灵敏、简便等优点,为以后近海环境的水质生物毒性检测提供了参考依据,具有应用于近海环境水质快速监测与评价的潜力。     

大万山波浪能试验场泊位间水动力影响分析

当前我国近海海域属稀缺资源,波浪能试验场建设须通过合理布局各测试泊位,在保证试验场各泊位可同时正常开展测试工作的前提下,尽量减小用海面积。拉近试验泊位距离,是减小用海面积的直接手段,但在此过程中,必须保证在试验场场址海域水动力环境下,泊位接入测试波浪能装置后,其之间的水动力影响在可接受的范围内。以大万山波浪能试验场泊位设计为例,介绍一种有效的泊位间水动力影响分析方法。方法采用自主开发的二维Boussinesq波浪模型,开展水动力影响分析工作,同时引入相对波高比概念,对泊位接入装置后影响距离和影响面积进行了定量的分析。文中研究得出的分析方法,可用于判定泊位布局设计的合理性。     

新型多立柱式Spar平台涡激运动特性研究

通过数值模拟和模型试验方法对一新型的Spar平台——多立柱式Spar平台的涡激运动特性进行研究。平台硬舱为四根圆柱方形阵列布置加方形中心井的形式,各柱间会产生复杂的相互干扰,不同于常规的单立柱Spar平台或半潜式平台,因此对其开展相应的涡激运动研究具有重要意义。研究主要关注的是不同来流角、不同流速下平台的涡激运动特性。通过涡激运动时的横荡运动、水平面内运动轨迹、首摇运动和水动力系数及绕流流场的分析,可得:在折合速度约为6~8范围内,平台横荡运动存在明显的“锁定”现象(0°来流角无侧板时“锁定”范围约为Ur=7~10)。在0°来流角下较高流速时,减涡侧板对涡激运动有明显的抑制效果。平台的运动轨迹近似与平台硬舱截面的对角线平行(0°来流角除外),这不同于常规的单立柱Spar平台。此外,试验中还观察到较明显的首摇运动。涡激运动时各柱间绕流存在复杂的相互干扰,而在柱后形成共同的涡结构。     

Analytical and Experimental Studies on Hydrodynamic Performance of Semi-Immersed Jarlan-Type Perforated Breakwaters

The present study proposes a new semi-immersed Jarlan-type perforated breakwater including a perforated front wall, a solid rear wall, and a horizontal perforated plate connecting the lower tips of the two walls. An analytical solution is developed to estimate the hydrodynamic performance of the new breakwater. The analytical solution is confirmed by solutions for special cases, an independently developed multi-domain boundary element method solution and experimental data. Numerical examples based on the analytical solution indicate that compared with previous semi-immersed breakwaters, the new breakwater may have better wave-absorbing performance and smaller wave forces. Some useful results are presented for practical designs of semi-immersed Jarlan-type perforated breakwaters.     

页岩气资源调查评价中的采样测试工作

页岩气是一种新的能源矿产,具有巨大的勘查开发潜力,现已成为全球油气勘探的一个新领域。采样测试作为一种勘查手段,在页岩气气藏岩性、成因来源、赋存形式、成藏特征、成藏条件、含气量等方面的研究中起着极其重要的作用,在页岩气的勘查开发中具有极其重要的意义。在页岩气资源评价等勘查中,正确采集测试样品、合理选定测试项目和测试方法、有效运用采样测试这一勘查手段,是页岩气资源调查评价中一项十分重要的工作。     

内蒙古地区T639气象要素预报性能评估检验

通过T639模式预报产品在内蒙古地区降水量、2 m温度、相对湿度和10 m风向、风速及降水过程预报效果的适用性研究,得出以下结论,温度和相对湿度预报的准确率较风向、风速明显偏高,温度和相对湿度预报的误差系统偏小,风速预报误差偏大的概率较大;降水量的预报准确率随降水等级增加而递减,对小雨而言,模式漏报率小于空报率,多报降水的偏差和少报降水的偏差相近。在预报要素空间分布上,风向预报的偏差顺时针偏转,其夹角小于45°,温度预报偏差总体偏小,相对湿度预报偏差由西向东表现为“+、-、+、-”的分布特征;小雨和中雨落区预报偏大,暴雨落区预报偏小;贝加尔湖冷涡强度的预报偏强,西太平洋副热带高压的强度预报偏弱,影响范围偏西偏北。     

虚拟仪器在天气雷达发射机脉冲测试中的应用

随着我国新一代天气雷达（CINRAD）的广泛布网,雷达的维修维护工作显得日益繁重。利用虚拟仪器测试系统对雷达重要参数指标测试是一种便捷有效的方式。本文从发射机射频脉冲包络以及其测量方法的介绍出发,搭建一套基于PXI(PCI eXtensions for Instrumentation)模块化仪器的虚拟仪器系统,采用LabVIEW(Laboratory Virtual Instrument Engineering Workbench)软件编程实现参数测试测量功能,通过实验完成了对脉冲包络的重要参数测试。虚拟仪器测试系统与传统仪器对比测量结果,验证了该测试系统的可靠性。     

不同卸荷速率下岩石强度特性研究

卸荷条件下的岩石强度特性研究对于分析开挖作用下岩石工程的安全性具有极为重要的意义。卸荷试验中影响岩石强度的因素很多,包括岩性、卸荷点的位置、卸荷应力路径和卸荷速率等,以锦屏大理岩为对象,重点研究卸荷速率对强度的影响。提出用屈服接近速率来统一表征加荷和卸荷下的应力增加或减小的速率,通过比较加荷和卸荷条件下的屈服接近速率表明,当围压卸荷速率为常规试验轴向应力加荷速率的0.2～0.3倍时,两种应力路径下接近破坏时的屈服接近速率相当。通过2D弹塑性细胞自动机的数值试验和大理岩的室内卸围压试验来验证理论分析的结果,表明:围压卸荷速率越大,岩样的强度就越高;当卸荷速率为常规轴向加荷速率的0.2～0.3倍时,卸荷和加荷路径下的强度相当。从而得出结论:对于各种卸荷应力路径,如果卸荷点处于弹性范围内,当接近破坏时的屈服接近速率一定时,应力路径对强度的影响不明显。