混凝土徐变对抗滑桩结构的影响分析

混凝土徐变作用能够增大桩身弯曲变形,占用设计冗余。增大受拉侧混凝土裂缝宽度,降低结构耐久性。由于抗滑桩嵌固段属于隐蔽工程,无法及时发现此类问题,故将会对防治工程造成安全隐患。本文采用在抗滑桩埋设应变计,定期监测桩身应变数值的方法,研究了悬臂式抗滑桩在成桩后至一定时期内的实际受力变形情况。特别是对工程运行初期混凝土徐变作用下的桩身变形情况,进行了分析与总结,最后提出了抗滑桩设计时注意事项。     

袖阀管注浆在人工填土暗挖施工中的应用

阜石路分洪暗涵某暗挖段,浅涵暗挖洞身大部位于人工填土内,部分区域洞底人工填土厚度仍达2m。人工填土松散,自稳能力差,易发生塌落现象,不易成洞,施工难度大。为避免暗挖施工期间人工填土产生安全隐患并减少后期隧道变形,采用了袖阀管注浆技术对填土地层进行注浆加固,以确保工程施工安全及隧道工程质量&根据工程实施效果可见,袖阀管注浆加固对在人工填土中进行暗挖隧道开挖的沉降、变形控制的效果较好。     

现浇连续箱梁的施工工艺

滨州黄河公路大桥南引桥上部构造为单箱单室大悬臂连续现浇箱梁,跨径42m,2001年12月开工,经过17个月的艰苦施工,提前顺利竣工。对该项工程的施工经验做了总结。     

The recognition of former melt flux through high‐strain zones

High‐strain zones are potential pathways of melt migration through the crust. However, the identification of melt‐present high‐strain deformation is commonly limited to cases where the interpreted volume of melt “frozen” within the high‐strain zone is high (>10%). In this contribution, we examine high‐strain zones in the Pembroke Granulite, an otherwise low‐strain outcrop of volcanic arc lower crust exposed in Fiordland, New Zealand. These high‐strain zones display compositional layering, flaser‐shaped mineral grains, and closely spaced foliation planes indicative of high‐strain deformation. Asymmetric leucosome surrounding peritectic garnet grains suggest deformation was synchronous with minor amounts of in situ partial melting. High‐strain zones lack typical mylonite microstructures and instead display typical equilibrium microstructures, such as straight grain boundaries, 120° triple junctions, and subhedral grain shapes. We identify five key microstructures indicative of the former presence of melt within the high‐strain zones: (a) small dihedral angles of interstitial phases; (b) elongate interstitial grains; (c) small aggregates of quartz grains with xenomorphic plagioclase grains connected in three dimensions; (d) fine‐grained, K‐feldspar bearing, multiphase aggregates with or without augite rims; and (e) mm‐ to cm‐scale felsic dykelets. Preservation of key microstructures indicates that deformation ceased as conditions crossed the solidus, breaking the positive feedback loop between deformation and the presence of melt. We propose that microstructures indicative of the former presence of melt, such as the five identified above, may be used as a tool for recognising rocks formed during melt‐present high‐strain deformation where low (<5%) volumes of leucosome are “frozen” within the high‐strain zone.     

Equivalent continuum strain calculations based on 3D particle kinematic measurements of sand

Constitutive modeling of granular materials has been a subject of extensive research for many years. While the calculation of the Cauchy stress tensor using the discrete element method has been well established in the literature, the formulation and interpretation of the strain tensor are not as well documented. According to Bagi, 1 researchers mostly adopt well‐known continuum or discrete microstructural approaches to calculate strains within granular materials. However, neither of the 2 approaches can fully capture the behavior of granular materials. They are considered complementary to each other where each has its own strengths and limitations in solving granular‐mechanics problems. Zhang and Regueiro 2 proposed an equivalent continuum approach to calculating finite strain measures at the local level in granular materials subjected to large deformations. They used three‐dimensional discrete element method results to compare the proposed strains measures. This paper presents an experimental application of the Zhang and Regueiro 2 approach using three‐dimensional synchrotron microcomputed tomography images of a sheared Ottawa sand specimen. Invariant Eulerian finite strain measures were calculated for representative element volumes within the specimen. The spatial maps of Eulerian octahedral shear and volumetric strain were used to identify zones of intense shearing within the specimen and compared well with maps of incremental particle translation and rotation for the same specimen. The local Eulerian volumetric strain was compared to the global volumetric strains, which also can be considered as an averaging of all local Eulerian volumetric strains.     

Modelling the time‐dependent behaviour of granular material with hypoplasticity

This paper presents a constitutive model for time‐dependent behaviour of granular material. The model consists of 2 parts representing the inviscid and viscous behaviour of granular materials. The inviscid part is a rate‐independent hypoplastic constitutive model. The viscous part is represented by a rheological model, which contains a high‐order term denoting the strain acceleration. The proposed model is validated by simulating some element tests on granular soils. Our model is able to model not only the non‐isotach behaviour but also the 3 creep stages, namely, primary, secondary, and tertiary creep, in a unified way.     

对欧拉矢量附加不等式约束的RELSM模型及其应用

借鉴选权拟合思想,对区域地壳运动的整体旋转和线性应变模型中欧拉矢量部分附加不等式约束,将区域地壳运动的欧拉参数约束到由多年观测资料确定的平均欧拉参数值附近,建立附有不等式约束的整体旋转和线性应变模型。对中国大陆构造环境监测网络在环渤海区域的近几期GPS观测速度场数据进行拟合分析,结果表明,本文方法通过不等式约束可适当增强块体整体运动趋势的平滑性,获得对速度场更高的拟合精度,可进一步增强模型的物理解释能力。     

浅谈高分辨率卫星影像数据在城市污水行业的应用

随着遥感技术的发展和卫星影像分辨率的不断提高,高分辨率卫星影像广泛应用于各个行业。本文介绍了对卫星影像进行DOM(数字正射影像)制作、河涌排放口定位、污水等级监督分类及变化监测等在城市污水行业中的应用。     

基于排水管网GIS系统开展修补测提高数据现势性

排水管网属于地下隐蔽设施,具有变化慢、变化隐蔽两大特点,因此其空间数据主体相对稳定,而改造节点、更新数据困难。本文通过排水管网GIS系统收集管网管理一线工作人员存在的数据问题,针对这些问题进行修补测及成果确认,从而快速修复管线,完善排水管网数据库,提高数据现势性。