科尔沁沙地30种植物叶凋落物CO2释放量及释放速率的研究

 采用可以有效控制环境因子的室内土壤培养试验，初步研究了科尔沁沙地30种植物叶凋落物的CO₂释放量及释放速率。结果表明：①在28 d培养期内，不同植物叶凋落物释放的CO₂量差异很大，其中，多年生植物叶凋落物CO₂释放量平均值大于一年生植物，但二者之间的差异不显著；禾本科植物叶凋落物CO₂释放量平均值明显小于其他植物，二者之间呈显著差异。②在28 d培养期内，不同植物叶凋落物每四天CO₂释放速率差异很大。一年生与多年生植物叶凋落物28 d内每四天释放CO₂的速率无显著差异；禾本科与其他植物叶凋落物每四天释放CO₂的速率在培养的前16 d差异呈显著，而后差异消失。③植物叶凋落物的全碳含量，氮含量，C／N，灰分/N及灰分含量不同造成CO₂释放量及释放速率的差异。叶凋落物28 d释放CO₂的量与叶凋落物初始碳含量及灰分含量均无相关关系，与叶凋落物初始氮含量呈显著正相关，与叶凋落物C／N及灰分／N呈显著负相关。叶凋落物培养期内每四天释放CO₂的速率与叶凋落物初始碳含量无相关关系；叶凋落物0\_20天释放CO₂的速率与叶凋落物初始氮含量呈显著正相关，与叶凋落物C／N呈显著负相关；叶凋落物9\_28天CO₂释放速率与灰分／N呈显著负相关；培养后期（17\_28天）的CO₂释放速率与灰分含量呈显著负相关。     

饱和黄土孔压增长模式与液化机理试验研究

通过室内饱和原状黄土液化试验研究，探讨了孔压增长规律，并从微观结构角度研究了黄土液化机理。研究结果表明：未湿陷饱和黄土结构是一种介稳结构，在地震作用下，介稳结构遭到破坏，塌发和剪缩共同作用造成黄土较大的收缩体积应变并引起孔隙水压力迅速上升。提出的修正A型曲线方程可以用来拟合孔压曲线，拟合参数β隐含了动应力的大小对孔压增长的贡献，而体应变v则反映了湿陷分量对孔压的影响，两者不同组合决定曲线形态丰满程度。液体机理较为合理地解释了塔吉克和海原黄土在近乎平坦的缓坡上形成的泥流。     

南京砂的液化与判别

南京砂是一种以片状颗粒成分为主的粉细砂，与土动力学试验中常用的圆形颗粒标准石英砂有一定的差别。片状颗粒成分使得南京砂具有各向异性的性质，其水平向强度小于垂直向强度。因此，在同样的标贯击数下，南京砂比标准砂易于液化，在采用基于标准砂的研究结果作为液化判别标准时，可能会高估这种砂的抗液化能力。文章在总结南京砂液化研究资料的基础上，阐明了南京砂液化的特点，提出了南京砂液化的判别式。     

郑州黄河岸边开采地下水对大堤稳定性影响

通过对郑州市黄河大堤一线土体的沉降，压密固结，饱水砂土的地震液化研究，认为黄河大堤附近浅层地下水开采后所诱发的地面沉降，固结过程，不会对大堤造成危害，而饱水砂土的水位降低，还会减轻或消除地震时液化砂土现象，对大堤的稳定性有利。     

在砂土液化的危险性评价中确定性与不确定性方法的应用研究

地震导致的砂土液化具有很大的随机性。据此 ,提出了评价砂土液化危险性的确定性与不确定性两种方法。确定性方法是以液化指数为变量的多因子判别分析方法 ,不确定性方法是概率分析法 ,即用概率密度函数判断砂土液化灾害的期望损失值。     

疏松砂岩稠油油藏出砂冷采机理及配套技术研究

稠油出砂冷采技术对地层原油含有溶解气的各类疏松砂岩稠油油藏具有较广泛的适应性，它通过大量砂子的产出和泡沫油的形成，获得较高的原油产量，河南油田于1996年在国内率先开展稠油出砂冷采技术调研及可行性研究，出砂冷采机理及配套工艺技术研究，并于1997年6月进入现场先导试验，矿场试验已展示出明显出砂冷采特征的G4906井，日产油量20t-30t，是常规开采和蒸汽吞吐的10倍和4倍以上，开采成本比蒸汽吞吐降低47%，出砂冷采工业化应用配套技术的形成和应用，将使国内及河南油田稠油资源利用程度进一步提高。     

Evaluation of density in layer compaction using SASW method

SASW test, which is non-intrusive and rapid in the field application, was used to evaluate the layer density in the roller compaction without performing the complicated inversion process. The concept of normalized shear wave velocity was introduced to minimize the effect of confinement in the density evaluation. SASW test was performed to determine the shear wave velocity of the layer, and the free–free resonant column (FF–RC) test was adopted to determine the correlation between the normalized shear wave velocity and density of the site, which is almost unique independent of confinement. Testing and data reduction procedures of both tests were briefly discussed and an evaluation procedure of the field density was proposed by effectively combining in-situ shear wave velocity determined by the SASW test with the correlation between the normalized shear wave velocity and the density determined by the FF–RC test. Finally, the feasibility of the proposed method was verified by performing a field case study at Hoengsung road construction site. Field densities determined by the proposed method matched well with those determined by sand cone tests, showing the potential of applying the proposed method in the field density evaluation.     

Cyclic strength and deformation of crushable carbonate sand

Cyclic triaxial tests have been carried out on a skeletal carbonate sand from the west coast of Eire. Results are presented for undrained cyclic shear tests on samples with 80% of relative density consolidated under both isotropic and anisotropic conditions. Failure was defined as a 5% double amplitude cyclic strain and a 5% peak axial strain for stress-reversal and non-reversal stress conditions, respectively. Using this definition the cyclic strength for isotropically consolidated samples was affected by the confining pressure although the angular platey nature of the sand resulted in higher cyclic strengths than for a comparable silica sand. For anisotropically consolidated samples the cyclic strength increased with increasing initial static shear stress while on the other hand the cyclic strength normalised in the usual way with respect to the initial confining pressure decreased as this pressure increased.     

初析静力触探判别液化对标准贯入试验的优越性

结合7个勘察场地的标准贯入和静力触探原位测试数据,应用数理统计原理和方法对二者进行比较分析,得出用静力触探试验判别地基土液化的均方差和变异系数等均优越于标准贯入试验。