叶蜡石传压介质资源初步研究

分析国内叶蜡石传压介质材料供需状况，指出北京赵家台叶蜡石传压介质材料资源枯竭，虽然国内叶蜡石矿石资源丰富，但适宜作叶蜡石传压介质材料资源却极少，急需从资源和材料特性着手，加大研究力度，寻找新的接替资源。     

沁水盆地中—南部煤储层渗透率主控因素分析

通过对沁水盆地中-南部井下煤层宏观裂隙的观测和统计, 将其按大小和形态特征划分为四级, 并在扫描电镜下对显微裂隙进行了系统描述和测量。在分析渗透率与地应力 (埋深) 、裂隙、储层压力和水文地质条件等相互关系的基础上, 指出影响本区煤储层渗透率的主控因素是地应力 (埋深), 在埋深相似的条件下, 其他因素对参透率起着更重要的作用。     

基于Ls-Dyna的高能射流式冲击器活塞杆回程应力分析

针对在钻探实践中高能射流式冲击器的活塞杆频繁出现尾部塑性变形严重影响冲击器工作性能和整体寿命的现象,拟对活塞杆进行优化改进。利用非线性动力学仿真软件Ls-Dyna对活塞杆的回程撞击缸体进行数值模拟和优化分析,并进行了室内试验,结果表明：冲击末速度为4 m/s,活塞杆回程撞击缸体强制停止运动瞬间,尾部产生的应力集中值为3 339.28 MPa,导致其破坏;优化改进后,活塞杆上下端直径比为17/16、尾部圆弧直径为60 mm,活塞杆体内的应力集中值为1 419.66 MPa,较改进前活塞杆的应力集中值减小58%。试验验证表明,优化后的活塞能大幅提高使用寿命和耐久性。     

桩端沉降测量对试桩成果分析的意义

桩端沉降测量和试桩资料的分析结果表明,桩在传递上部荷载与地基土之间产生的应力应变过程,表现为桩的弹性杆件和地基土的弹—塑性变形特征。从而对受荷桩,尤其是长柱和超长桩的应力应变特征有了更切合实际的认识。     

A virtual experiment technique on the elementary behaviour of granular materials with discrete element method

Multi‐scale investigations aided by the discrete element method (DEM) play a vital role for current state‐of‐the‐art research on the elementary behaviour of granular materials. Similar to laboratory tests, there are three important aspects to be considered carefully, which are the proper stress/strain definition and measurement, the application of target loading paths and the designed experiment setup, to be addressed in the present paper. Considering the volume sensitive characteristics of granular materials, in the proposed technique, the deformation of the tested specimen is controlled and measured by deformation gradient tensor involving both the undeformed configuration and the current configuration. Definitions of Biot strain and Cauchy stress are adopted. The expressions of them in terms of contact forces and particle displacements, respectively, are derived. The boundary of the tested specimen consists of rigid massless planar units. It is suggested that the representative element uses a convex polyhedral (polygonal) shape to minimize possible boundary arching effects. General loading paths are described by directly specifying the changes in the stress/strain invariants or directions. Loading can be applied in the strain‐controlled mode by specifying the translations and rotations of the boundary units, or in the stress‐controlled mode by using a servo‐control mechanism, or in the combination of the two methods to realize mixed boundary conditions. Taking the simulation results as the natural consequences originated from a complex system, virtual experiments provide particle‐scale information database to conduct multi‐scale investigations for better understanding in granular material behaviours and possible development of the constitutive theories provided the qualitative similarity between the simulation results from virtual experiments and observations on real material behaviour. Copyright © 2011 John Wiley & Sons, Ltd.     

双轴压缩条件下绿片岩的蠕变规律研究

在锦屏二级水电站辅助洞绿片岩的双轴压缩蠕变试验结果的基础上,研究了应力路径对双轴压缩蠕变变形的影响.结果表明:当侧向应力相同时,随着轴向应力的增加,轴向稳态蠕变阶段的变形速率逐渐增加;当轴向应力相同时,随着侧向应力的增加,轴向稳态蠕变阶段的变形速率逐渐减小.     

锶诱导的氧化胁迫对叉鞭金藻(Dicrateria inornata)的影响

采用不同浓度的锶胁迫方法研究了叉鞭金藻生长、叶绿素、MDA含量及三种抗氧化酶SOD、CAT、GPX活性的变化。结果表明，在实验设计的各种Sr^2 浓度内叉鞭金藻均能生长，但Sr^2 浓度较高时生长受到不同程度的抑制，细胞数量比对照组分别减少15．9％和51．0％；叉鞭金藻中叶绿素含量随着Sr^2 浓度的升高而降低，呈负相关关系；叉鞭金藻中MDA含量在较低Sr^2 浓度下稍呈下降趋势，但与对照组相比并无显著差异，而在23．04mmol／L Sr^2 浓度时是对照的1．25倍；低Sr^2 浓度时，叉鞭金藻中蛋白质含量没有大的变化，当浓度超过5．76mmol／L时则引起蛋白质含量下降；叉鞭金藻中抗氧化酶SOD在低Sr^2 时分别降低12．5％、7．5％和9．5％，高Sr^2 时显著升高，为对照组的85．7％；CAT、GPX活性在低Sr^2 浓度时差别不大，但当浓度为23．04mmol／L时升高显著，比对照组分别增加了19．8％和74．4％。     

Rainfall‐induced consolidation and sealing effects on soil erodibility during concentrated runoff for loess‐derived topsoils

Flume experiments simulating concentrated runoff were carried out on remolded silt loam soil samples (0·36 × 0·09 × 0·09 m³) to measure the effect of rainfall‐induced soil consolidation and soil surface sealing on soil erosion by concentrated flow for loess‐derived soils and to establish a relationship between soil erodibility and soil bulk density. Soil consolidation and sealing were simulated by successive simulated rainfall events (0–600 mm of cumulative rainfall) alternated by periods of drying. Soil detachment measurements were repeated for four different soil moisture contents (0·04, 0·14, 0·20 and 0·31 g g^?1). Whereas no effect of soil consolidation and sealing is observed for critical flow shear stress (τ_cr), soil erodibility (Kc) decreases exponentially with increasing cumulative rainfall depth. The erosion‐reducing effect of soil consolidation and sealing decreases with a decreasing soil moisture content prior to erosion due to slaking effects occurring during rapid wetting of the dry topsoil. After about 100 mm of rainfall, Kc attains its minimum value for all moisture conditions, corresponding to a reduction of about 70% compared with the initial Kc value for the moist soil samples and only a 10% reduction for the driest soil samples. The relationship estimating relative Kc values from soil moisture content and cumulative rainfall depth predicts Kc values measured on a gradually consolidating cropland field in the Belgian Loess Belt reasonably well (MEF = 0·54). Kc is also shown to decrease linearly with increasing soil bulk density for all moisture treatments, suggesting that the compaction of thalwegs where concentrated flow erosion often occurs might be an alternative soil erosion control measure in addition to grassed waterways and double drilling. Copyright © 2007 John Wiley & Sons, Ltd.     

Helmert方差分量估计的粗差检验与抗差解

当观测值中含有粗差时，检验表明Helmert方差分量估计结果同样含有粗差，且粗差还可能会发生转移，为有效地抵制粗差和随机模型差的互相影响，指出了发生这一转移的原因，介绍了基于双因子等价权的抗差估计，并针对相关Helmert方差分量估计抗差解求解过程中容易出现的法矩阵0值溢出问题，提出了改进方法。