COMPUTED TOMOGRAPHIC IDENTIFICATION OF DYSPLASIA AND PROGRESSION OF OSTEOARTHRITIS IN DOG ELBOWS PREVIOUSLY ASSIGNED OFA GRADES 0 AND 1

Elbow dysplasia is a heritable disease that is a common cause of lameness and progressive elbow osteoarthritis in young large breed dogs. The Orthopedic Foundation for Animals (OFA) screens elbow radiographs, and assigns grades 0–3 based on presence and severity of bony proliferation on the anconeal process. Grade 1 is assigned when less than 3 mm is present and considered positive for dysplasia. We investigated the incidence of elbow dysplasia and progression of osteoarthritis in elbows with grades 0 and 1 in 46 elbows screened at least 1 year previously, using CT as a gold standard and with the addition of CT absorptiometry. The incidence of dysplasia based on CT was 62% in grade 0, and 75% in grade 1 elbows, all of which had medial coronoid disease. Progressive osteoarthritis at recheck was consistent with elbow dysplasia. The sensitivity and specificity of the OFA grade for elbow dysplasia compared to CT findings was 75% and 38%, respectively. Increased bone mineral density of the medial coronoid process as characterized by osteoabsorptiometry warrants further investigation with respect to elbow dysplasia. Proliferation on the anconeal process without CT evidence of dysplasia or osteoarthritis was present in 20% of the elbows, and is theorized to be an anatomic variant or enthesopathy of the olecranon ligament/synovium. Results of our study suggest that the “anconeal bump” used for elbow screening by the OFA is a relatively insensitive characteristic, and support the use of CT for identifying additional characteristics of elbow dysplasia.     

梯形渠道衬砌冻胀破坏弹性地基板模型

为探讨开放系统中梯形混凝土衬砌渠道的冻胀问题,根据衬砌板与冻土地基的相互关系,采用 Winkler弹性地基板理论建立了考虑冻胀力和冻结力作用的衬砌板冻胀破坏力学模型,使用解析法得到了衬砌板变形和内力解,对不同地下水埋深、衬砌板几何参数的影响规律进行了分析。通过与已有现场观测值和计算值进行对比,验证了弹性地基板理论计算结果的正确性。研究结果表明：坡板在非均匀分布的冻胀力作用下,挠度、弯矩和剪力也表现为非均匀分布,挠度最大值在坡顶距坡脚2/3处,弯矩最大值靠近底板位置,拉应力分布与内力分布规律一致,与已有研究结果吻合。与梁理论相比,板理论计算结果表明衬砌板的挠度和内力沿板宽方向为非均匀分布,挠度和弯矩在自由边界（纵向伸缩缝）处增大,扭矩主要分布在衬砌板的拐角处。切向冻结力对渠道冻胀影响较小,在原渠道工况下,不考虑切向冻结力与考虑最大切向冻结力之间,最大挠度相差0.7 mm。针对不同地下水位的渠道,给出了衬砌板的安全厚度,可为现浇混凝土梯形渠道的抗冻胀设计提供参考和理论依据。     

深基坑支护中冲孔灌注桩质量控制研究

灌注桩+锚索支护型式被越来越多地应用于深基坑支护中。文章结合冲孔灌注桩在深圳GL河口调蓄池工程—深基坑支护中的应用实践,介绍了冲孔灌注桩施工工艺、施工过程质量控制要点,对施工准备、冲孔、确定终孔、清孔、钢筋笼制作和吊装、浇筑水下混凝土等各施工环节进行了梳理和探讨,并对施工监理工作程序和监理控制要点做了论述,借此与广大同行进行交流、学习。     

层状坝基岩体的渗流机理及其深层抗滑稳定分析

提出了对层状坝基岩体的渗流可按非连续介质模型进行分析的结论，建立了对层状坝基岩体的深层抗滑稳定进行渗流场与应力场耦合分析的数学模型及其数值方法。结果表明，所建立的模型和方法，具有对层状坝基岩体渗流的考虑更为合理，分析计算的结果更为准确等特点，对类似工程实际问题的解决具有较好的应用和参考价值。     

土-箱基-框架结构动力相互作用体系试验研究

通过对1/2大比例模型的试验与仿真分析,研究了结构-箱基础-土体系的动力反应.将实测基频结果与基于刚性地基的仿真分析结果对比,发现实测结果小于有限元结果;但将实测基频结果与考虑相互作用的仿真分析结果对比,发现实测结果与仿真分析结果吻合,这说明土-箱基础-结构相互作用改变了结构体系的动力特性,使结构体系的自振周期延长,同时也验证了仿真分析的有效性.     

混凝土枕线路的钢轨伤损分析

从轨道受力状态对混凝土枕线路钢轨伤损进行了分析,列举了钢轨伤损的主要影响因素;钢轨应满足高纯净度、高强韧性的要求.     

宁高公路深层搅拌桩复合地基沉降有限元分析

以宁高公路建设为背景 ,对深层搅拌桩复合地基进行了有限元沉降分析。分析认为 :用有限元方法计算的沉降量与原位观测结论基本一致 ,说明二维有限元计算模型和参数的选择是可行的 ,基本符合实际 ,配合连续监测判断地基稳定 ,为施工正常进行提供了依据。     

构建和谐世界的价值承诺与现实图景

胡锦涛主席在2005年联合国大会上向全世界发出了共同构建和谐世界的庄严号召和价值承诺。传统和非传统安全问题和南北差距的扩大是制约和谐世界构建的重大障碍。我国应通过加大传播力度,找准与世界各国尤其是西方大国价值观的共鸣点和全面推进自身的和谐社会的构建来推动和谐世界的发展。     

利用‘伏地尖’辣椒选育的骨干亲本与品种的系#br# 谱分析

 阐述了湖南优异地方辣椒品种资源‘伏地尖’的挖掘、评价及其衍生骨干亲本‘5901’的 选育过程和主要特征特性,并查阅相关文献资料,对利用‘5901’和衍生亲本选育的品种和推广应用进 行分析。结果显示,该地方品种和骨干亲本材料具极早熟、耐低温弱光、前期产量高、配合力及制种产 量高等特性。中国1988—2014 年直接或间接利用‘5901’选育并在全国大面积推广应用的辣椒品种共31 个。绘制了辣椒骨干亲本‘5901’系谱图,为辣椒骨干亲本的创制及利用提供参考。     

Analysis on Foundation Pit Deformation of a Commercial Building in Hangzhou

The foundation pit deformation of a commercial building in Hangzhou is calculated by using calculation method related to foundation pit deformation. The calculation results by m method show that the maximum deformation is 29.2mm and the real maximum deformation is 174.6mm. The deformation character obtained by foundation coefficient method is different from the real deformation. There are lots of factors influencing foundation deformation. According to practical engineering condition, in this study, the influencing factors for soil parameters, bracing condition, condition for insertion of retaining wall into soil and construction speed are determined. The calculation method used is analyzed and modified. Finally, a useful and valid method for calculating foundation deformation is presented, by which the foundation pit deformation in practical project can be forecasted and analyzed.