Shear strength characterization of municipal solid waste at the Suzhou landfill, China

The current practice of slope stability analysis for a municipal solid waste (MSW) landfill usually overlooks the dependence of waste properties on the fill age or embedment depth. Changes in shear strength of MSW as a function of fill age were investigated by performing field and laboratory studies on the Suzhou landfill in China. The field study included sampling from five boreholes advanced to the bottom of the landfill, cone penetration tests and monitoring of pore fluid pressures. Twenty-six borehole samples representative of different fill ages (0 to 13 years) were used to perform drained triaxial compression tests. The field and laboratory study showed that the waste body in the landfill can be sub-divided into several strata corresponding to different ranges of fill age. Each of the waste strata has individual composition and shear strength characteristics. The triaxial test results showed that the MSW samples exhibited a strain-hardening and contractive behavior. As the fill age of the waste increased from 1.7 years to 11 years, the cohesion mobilized at a strain level of 10% was found to decrease from 23.3 kPa to 0 kPa, and the mobilized friction angle at the same strain level increasing from 9.9° to 26°. For a confinement stress level greater than 50 kPa, the shear strength of the recently-placed MSW seemed to be lower than that of the older MSW. This behavior was consistent with the cone penetration test results. The field measurement of pore pressures revealed a perched leachate mound above an intermediate cover of soils and a substantial leachate mound near the bottom of the landfill. The measurements of shear strength properties and pore pressures were utilized to assess the slope stability of the Suzhou landfill.     

筒型基础沉贯阻力估算方法

系统地总结国外有代表性工程实践对筒型基础沉贯阻力的研究 ,并将各种方法综合起来 ,提出了加权综合估算法 ,供今后的研究和工程实践参考     

海上平台桶形基础模型压力压贯与负压沉贯试验研究

介绍了海上平台桶形基础模型（模型桶）压力压贯和负压沉贯的试验概况,对比分析了两者贯入力的巨大差异和产生的原因,给出了模型桶压力压贯中贯入深度与压力的关系,负压没贯负压与贯入深度,抽吸泵流量,基土渗流量,桶内土塞隆起之间的关系,试验结果表明,负压沉贯可以大大降低以砂质粉土为基土的土抗力,为在胜利油田类似基土海域海上平台应用桶形基础提供了试验依据,为海上现场导管架桶形基础平台的安装就位施工和控制提供了     

声波在水-多孔介质海底界面上的反射与透射

声波在海底界面的反射和透射是海底散射、海底混响、海底目标探测的重要问题。利用Biot多孔介质声传播理论对声波在水-多孔海底界面上的反射和透射进行了分析,具体给出反射声波的反射系数,3种透射声波的透射系数以及声能透射系数随入射波入射角和频率(10~40 kHz)的变化关系,分析了各种透射波对透射声能的贡献。多孔海底介质参数分别采用Stoll和Chotiros给出的2组参数进行理论计算。     

Model Test of Sand Restraining Force on Pipeline

This paper describes the model tests for determining the axial friction and the lateral resistance of sand to pipeline by using fine sand and prototype pipeline, and the calculation method based on limit analysis theory is verified. The effect of cyclic loading is considered in the test.     

中国对虾人工诱导雌核发育的研究 Ⅱ.紫外线辐射对精子顶体反应和受精能力的影响

研究了 36 5 nm波长紫外线辐射中国对虾精子对其顶体反应和受精能力的影响。结果表明 ,低剂量紫外线辐射促进精子发生顶体反应 ,大剂量辐射使精子丧失发生顶体反应的生理机能并死亡。 36 5 nm波长紫外线能够透过精荚和纳精囊盖 ,对其内精子起到杀伤作用。精液稀释液在紫外线下辐射 5～ 8s,仍有部分精子具有受精能力 ,但胚胎在早期阶段即死亡。人工诱导雌核发育的过程中 ,紫外线辐射精液稀释液 5～ 8s,可获得遗传物质失活的精子 (激活源 )。经透射电镜观察分析 ,紫外线对精子遗传物质的损伤是一种使染色质变性的化学作用。     

16米风化砂回填地基的深层振密加固

结合北方某重力式深水 ( -1 6.0 m)码头沉箱后壁 1 4.5 m范围的回填风化砂经深层振密处理这一工程实例 ,介绍了回填砂振密的技术要求、施工工艺和方法及振密效果的检测。同时对施工与检测中的某些技术问题提出了自己的看法。     

双壳类软体动物精子发生及其在系统演化研究中的应用前景

综述了双壳类软体动物精子发生及精子形态结构方面的研究进展，指出双壳类软体动物精子发生过程中精细胞分化具有种、属特异性，精细胞分化的细节是区别个体外部形态很近的物种的依据；精子的形态结构具有种的特征，精子结构的比较研究将成为双壳类软体动物系统演化研究的重要方法之一。     

不同水温对文昌鱼性腺发育的影响

研究表明，不同水温对文昌鱼性腺发育分化和成熟有十分显著的影响。１４℃对文昌鱼性腺发育没有显著的作用，２０和２５℃十分有利于性腺发育和成熟，经４０ｄ培养，出现一些雌、雄文昌鱼产卵和释精以及加速性腺发育。本文还讨论了水温促进性腺发育可能的机制。     

转“全鱼”溶菌酶基因大菱鲆的研究

用大西洋条鳕(Macrozoarces americanus)抗冻蛋白启动子opAFP promoter和牙鲆(Paralichthys olivaceus)c型溶菌酶基因构建“全鱼”溶菌酶基因元件opAFP—ly，首次应用电脉冲精子介导法将该基因片段导入到大菱鲆(Scophthalmus maximus)受精卵内，获得原代转基因大菱鲆。先后采用单因子方法和正交实验方法，重复实验确定了最适导入条件：脉冲电压为400V／cm，脉冲次数为5，脉冲宽度为25ms，外源DNA浓度为50mg/L。利用最适导入条件，实现基因元件大规模转移。采用PCR技术对1月龄的原代转基因大菱鲆仔鱼的染色体DNA进行分析，结果表明外源基因的整合率可达28％。