劈裂真空法加固软土地基试验研究

在分析常规真空预压法加固软土地基局限性的基础上，提出了劈裂真空法加固深厚软土地基新技术。介绍了劈裂真空法的基本原理和施工工艺。依托江苏省江海高速公路软基处理项目进行了劈裂真空法与常规真空法加固软土地基的对比试验段工程，对软基加固过程中的真空度、孔隙水压力、地表沉降、深层水平位移和地下水位等进行监测，并通过加固前后现场 CPTU 原位测试、取样和室内土工试验等方法对加固效果对比分析。试验结果表明：劈裂真空法可以提高真空荷载向深层土体的传递效率，提高深部软土的加固效果，进而提高真空预压法的有效处理深度；同时劈裂真空法还可以加速地基固结，缩短地基处理工期，有利于工后沉降的控制。试验工程表明，劈裂真空法是加固深厚软土地基的有效方法，具有很好的工程应用前景。     

改进的Fast-CNN模型在绝缘子特征检测中的研究

针对目前电网巡检系统中采用红外成像检测绝缘子串特征的效果受环境影响，提出联合显著区域和Fast-CNN网络（改进后的卷积神经网络）用于绝缘子特征检测研究。显著区域检测首先采用超像素描述各区域位置的整体信息；然后基于各超像素的特征协方差信息计算各超像素的显著度得到大致显著区域；再通过区域模块化和局部复杂度对比提取显著特征，同时将2种方法提取的显著特征分别输入改进后的Fast-CNN网络进行显著区域检测，同时引入动态自适应池化模型和余弦窗处理中间层，最后通过多次迭代训练得到绝缘子特征，避免CNN模型耗时的全图搜索。将本文算法在红外图像库中进行测试，本文算法的F-Measure以及平均误差MAE均优于当前流行算法。     

长螺旋成孔灌注桩在邯钢435m2烧结机工程上的应用

介绍了长螺旋成孔振捣插筋后压浆工艺,该工艺是在长螺旋成孔工法的基础上增加了振捣插筋和孔底注浆两个重要环节.这种不同工艺的组合通过试验大幅度提高了单桩承载力和变形要求,并使桩身强度得到了极大的利用,该工艺具有良好的应用价值和使用前景.     

Metallurgical Studies of Austenitic Stainless Steel 304 under Warm Deep Drawing

Austenitic stainless steel 304 was deep drawn with different blank diameters under warm conditions using 20 t hydraulic press. A number of deep drawing experiments both at room temperature and at 150 ℃ were conducted to study the metallography. Also, tensile test experiments were conducted on a universal testing machine up to 700 ℃ and the broken specimens were used to study the fractography of the material using scanning electron microscopy in various regions. The microstructure changes were observed at limiting draw ratio （LDR） when the cup is drawn at different temperatures. In austenitic stainless steel, martensite formation takes place that is not only affected by temperature, hut also influenced by the rate at which the material is deformed. In austenitic stainless steel 304, dynamic strain regime appears above 300 ℃ and it decreases the formability of material due to brittle fracture as studied in its fractography. From the metallographic studies, the maximum LDR of the material is observed at 150 ℃ before dynamic strain regime. It is also observed that at 150 ℃, grains are coarse in the drawn cups at LDR.     

深基坑支护工程施工中存在的问题和解决对策

深基坑支护工程施工过程中对坑内的安全要求较高，对坑外土体的稳定性要求也较高，同时还要保证施工过程中附近的建筑物、公路、污水管网、水电煤气等不受损害，不影响其正常运行。深基坑支护工程的难度较大，文章就工程中存在的问题及对策进行论述。     

繁华城区深大异型基坑施工技术

针对朝阳门站1号换乘厅的异型基坑,周边环境复杂,对控制基坑变形有较高要求的特点,施工中采用肥槽土体注浆加固等施工技术,保证了基坑及周边环境的安全,为类似工程积累了经验。     

Performance Analysis of the Mesh‐Free Random Grid Method for Full‐Field Synthetic Strain Measurements

Abstract: In responding to the needs of the material characterization community, the recently developed mesh‐free random grid method (MFRGM) has been exhibiting very promising characteristics of accuracy, adaptability, implementation flexibility and efficiency. To address the design specification of the method according to an intended application, we are presenting a sensitivity analysis that aids into determining the effects of the experimental and computational parameters characterizing the MFRGM in terms of its performance. The performance characteristics of the MFRGM are mainly its accuracy, sensitivity, smoothing properties and efficiency. In this paper, we are presenting a classification of a set of parameters associated with the characteristics of the experimental set‐up and the random grid applied on the specimen under measurement. The applied sensitivity analysis is based on synthetic images produced from analytic solutions of specific isotropic and orthotropic elasticity boundary value problems. This analysis establishes the trends in the performance characteristics of the MFRGM that will enable the selection of the user controlled variables for a desired performance specification.     

加筋水泥土斜桩锚在深基坑工程中的应用

结合实际工程,对加筋水泥土斜桩锚支护形式在深基坑工程中的应用进行了介绍,并对施工中出现的问题进行了总结,以期为今后类似基坑工程的围护设计及施工提供一定的借鉴作用。