Laboratory study of soil-CFRP interaction using pull-out test

Soil is a material which is weak in tension; however, different materials such as geotextiles are used to address this inadequacy. In recent years more than one million square metres of geotextiles were used for reinforcing soil. Nevertheless, there are several significant problems associated with geotextiles, such as creep, low modulus of elasticity and susceptibility to aggressive environments. Carbon fibre reinforced polymer (CFRP) was introduced over two decades ago to the field of structural engineering and it can also be used in geotechnical engineering. CFRP has all the benefits associated with geotextiles and it boasts a higher strength, higher modulus, no creep and reliability in aggressive environments. In this investigation, the interface properties of CFRP-sand and fine sand were investigated using the pull-out test. The pull-out test device was designed and assembled using a triaxial loading device and a direct shear device. In the pull-out test, the normal force applied by the triaxial loading and pull-out force is applied by a direct shear device. CFRP samples were prepared in the lab. Precast and cast-in-place samples were tested. The pull-out force and corresponding displacements of each of the materials were recorded and compared.     

Assessment of soil–pile–structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations

The role of the seismic soil–pile–structure interaction (SSPSI) is usually considered beneficial to the structural system under seismic loading since it lengthens the lateral fundamental period and leads to higher damping of the system in comparison with the fixed-base assumption. Lessons learned from recent earthquakes show that fixed-base assumption could be misleading, and neglecting the influence of SSPSI could lead to unsafe design particularly for structures founded on soft soils. In this study, in order to better understand the SSPSI phenomena, a series of shaking table tests have been conducted for three different cases, namely: (i) fixed-base structure representing the situation excluding the soil–structure interaction; (ii) structure supported by shallow foundation on soft soil; and (iii) structure supported by floating (frictional) pile foundation in soft soil. A laminar soil container has been designed and constructed to simulate the free field soil response by minimising boundary effects during shaking table tests. In addition, a fully nonlinear three dimensional numerical model employing FLAC3D has been adopted to perform time-history analysis on the mentioned three cases. The numerical model adopts hysteretic damping algorithm representing the variation of the shear modulus and damping ratio of the soil with the cyclic shear strain capturing the energy absorbing characteristics of the soil. Results are presented in terms of the structural response parameters most significant for the damage such as foundation rocking, base shear, floor deformation, and inter-storey drifts. Comparison of the numerical predictions and the experimental data shows a good agreement confirming the reliability of the numerical model. Both experimental and numerical results indicate that soil–structure interaction amplifies the lateral deflections and inter-storey drifts of the structures supported by floating pile foundations in comparison to the fixed base structures. However, the floating pile foundations contribute to the reduction in the lateral displacements in comparison to the shallow foundation case, due to the reduced rocking components.     

Proposed nonlinear 3-D analytical method for piled raft foundations

The load distribution and deformation of piled raft foundations subjected to axial and lateral loads were investigated by a numerical analysis and field case studies. Special attention is given to the improved analytical method (YSPR) proposed by considering raft flexibility and soil nonlinearity. A load transfer approach using p–y, t–z and q–z curves is used for the analysis of piles. An analytical method of the soil–structure interaction is developed by taking into account the soil spring coupling effects based on the Filonenko-Borodich model. The proposed method has been verified by comparing the results with other numerical methods and field case studies on piled raft. Through comparative studies, it is found that the proposed method in the present study is in good agreement with general trend observed by field measurements and, thus, represents a significant improvement in the prediction of piled raft load sharing and settlement behavior.     

On the influence of vertical loads on the lateral response of pile foundation

The influence of vertical loads on the lateral response of group piles installed in sandy soil and connected together by a concrete cap is studied through finite elements analyses. The analyses focus on the five piles in the middle row of 3 × 5 pile groups. The vertical load is applied by enforcing a vertical displacement equivalent to 2% of the pile diameter through the pile cap prior to the application of the lateral loads. The results have shown that the lateral resistance of the leading pile (pile 1) does not appear to vary considerably with the vertical load. However, the vertical load leads to 23%, 36%, 64%, and 82% increase in the lateral resistance of piles 2–5, respectively. The increase in the lateral pressures in the sand deposit is the major driving factor to contribute the change in the lateral resistance of piles, depending on the position of the pile in the group. The distribution of lateral loads among piles in the group tends to be more uniform when vertical loads were considered leading to a more economical pile foundation design.     

超级喷发(超级侵入)后成矿作用

本文仿照超级喷发的概念定义了超级侵入,并将超级火山对应于大型岩基.文章聚焦于这样一个科学问题:为什么大规模成矿作用发生在紧接着超级喷发和超级侵入之后？为此,首先探讨了峨嵋山地幔柱系统的活动规律.尽管少数学者对玄武质岩浆大规模喷出之前的千米级地壳隆升提出了质疑,峨嵋山火山岩系第一旋回底部玄武岩直接覆盖在喀斯特之上的新观察支持千米级隆升的认识.这表明,峨嵋山地幔柱快速上涌之初期,岩石圈子系统在相当长一段时间没有作出伸展响应,尽管局部已经发生了地壳岩石的部分熔融.因此,岩浆通道形成之后,首先喷出了巨厚层玄武岩,并且后者裹挟了部分长英质岩浆.此后,岩浆喷发的规模振荡性减小,直至消失和地表沉降.斜长石巨斑玄武岩和苦橄岩中橄榄石斑晶与基质间的不平衡表明这些晶体属于循环晶,暗示岩浆曾经在深部岩浆房滞留了相当长的时间,这将导致岩石圈受热膨胀和再次隆升以及岩浆的冻结.因此,下一阶段岩浆活动的开始要求有一个冻结岩浆房的活化机制.依据野外地质学和岩相学观察,文章详细描述了流体活化机制,并强调了提出这种机制的必要性.虽然多数作者偏好升温活化机制,流体活化机制对长英质和镁铁质岩浆成矿系统都是必需的.进而,结合地幔名义无水矿物的H₂O丰度及其对岩浆产生过程的贡献,提出岩浆产量与减压速率正相关而与流体产量反相关的观点.尽管水流体可以有效降低地幔橄榄岩的固相线温度从而有可能提高岩浆产量,新生代玄武岩中橄榄岩包体依然含有未分解的角闪石和云母且名义无水矿物依然含有较多的H₂O,表明快速减压条件下含水暗色矿物的分解反应和名义无水矿物的脱水作用都是低效的.将这种认识与峨嵋山地幔柱系统的振荡性运动结合在一起,结合成矿作用的基本解是成矿金属从流体中析出的认识,可以得出超大型矿床必然形成于超级喷发和超级侵入之后.攀枝花式铁矿的观察表明,两类代表性矿床都具有铁矿浆侵位发生在成矿系统演化最后阶段的特点.因此得出结论:超大型矿床的形成取决于岩浆通道向流体通道的转换.如果岩浆通道在尚未完全封闭之前被含矿流体所利用,大规模流体快速上升将产生超大型矿床.含矿流体透过残留于通道中的熔体上升,不仅冲刷通道中的残留熔体并使其聚集在火山岩系之下或侵位于其下部形成含矿小岩体,而且持续注入于小岩浆体中的含矿流体可以导致岩浆强烈分异形成层状岩体.当通道中残留熔体被消耗殆尽,沿着通道上升的只有含矿流体.这些含矿流体充填在自生长裂隙中并强烈排气,最终可形成矿浆型富矿体.考虑到通道的规模与关闭速率的关系,推测超级喷发/侵入发生时的岩浆主通道更容易转换为含矿流体通道,因而是圈定找矿靶区的首选目标.该模型似乎与观察结果相吻合,并可与岩浆成矿系统的复杂性、小岩体成大矿理论、透岩浆流体成矿理论和通道成矿假说有机地结合在一起,较合理解释了超级喷发/侵入后成矿作用的地球动力学背景和成矿过程.由于长英质和镁铁质岩浆系统中均可见岩基,我们建议将这类成矿作用统称为岩基后成矿作用.     

地面高精度磁法在陕南西乡地区磁铁矿勘查中的应用

陕南西乡太山庙地区以往物化探工作程度低,方法单一,异常信息量少。为了探明基性岩体中磁铁矿的展布、延伸边界及深部变化情况,利用地面高精度磁法,使用向上延拓、2.5D人机交互反演等方法,结合1∶2.5万水系沉积物地球化学测量成果和初步的地质特征,对异常作出解释推断和综合评价。通过对地面高精度磁法资料的精细处理,圈定了磁异常范围,确定了基性岩体中磁铁矿的分布范围和空间特征,为地质勘查工程部署提供了可验证靶区。     

转向企划—活动系统研究的时间地理学

全生态综合世界观和人地互动过程与复杂性的系统研究是时间地理学理论体系构建的核心,也是行为地理学关于空间—行为互动理论构建的关键问题。企划和活动的地方秩序嵌套是新时间地理学的最新发展。论文围绕企划—活动系统及其变化、企划交织下的活动系统与社会互动、企划实现过程中活动的地方秩序构建等3个方面对时间地理学理论发展和研究前沿进行综述,系统梳理时间地理学在交通出行、城市与区域规划、地理学、康复医疗与健康、资源能源利用等领域的跨学科应用。未来呼吁更多学者关注时间地理学,积极开展跨学科应用和时间地理学创新应用的国际比较研究,将时间地理学的最新研究进展与中国城市发展的现实问题相结合,创新并发展中国城市研究的行为范式,丰富和完善中国城市的空间—行为互动理论,为中国城市的高质量发展做出贡献。     

AutoCAD与ArcGIS数据转换研究与应用

结合珠海市空间数据自适应动态更新系统的建设实践,提出AutoCAD与ArcGIS空间数据转换技术路线。阐述了这一过程中数据标准建立、质量控制和数据转换等关键技术。在此基础上,编程实现AutoCAD与GIS空间数据的相互转换以及空间数据库中GIS数据与AutoCAD数据的直接转换。试验结果显示,AutoCAD空间数据在编码、规整、转换和质检等处理后,可生成符合标准的GIS数据。     

人机交互策略在GIS软件用户界面设计中的研究

随着计算机技术的不断进步,用户界面设计---有效的人机交互策略变得更加重要。地理信息系统的发展要求其系统软件的设计者与开发者设计开发出更加人性化的用户界面,以提高不同领域、不同层次软件使用者的满意度。     

A two‐dimensional model of hydraulic performance of stormwater infiltration systems

Stormwater infiltration systems are a popular method for urban stormwater control. They are often designed using an assumption of one‐dimensional saturated outflow, although this is not very accurate for many typical designs where two‐dimensional (2D) flows into unsaturated soils occur. Available 2D variably saturated flow models are not commonly used for design because of their complexity and difficulties with the required boundary conditions. A purpose‐built stormwater infiltration system model was thus developed for the simulation of 2D flow from a porous storage. The model combines a soil moisture–based model for unsaturated soils with a ponded storage model and uses a wetting front‐tracking approach for saturated flows. The model represents the main physical processes while minimizing input data requirements. The model was calibrated and validated using data from laboratory 2D stormwater infiltration trench experiments. Calibrations were undertaken using five different combinations of calibration data to examine calibration data requirements. It was found that storage water levels could be satisfactorily predicted using parameters calibrated with either data from laboratory soils tests or observed water level data, whereas the prediction of soil moistures was improved through the addition of observed soil moisture data to the calibration data set. Copyright © 2012 John Wiley & Sons, Ltd.