国内外抗连续倒塌设计规范研究及对比

结构的连续性倒塌一直是土木工程领域关注的焦点,现阶段各个国家关于连续倒塌的规范在设计方法以及具体规定上均有所差异。回顾了抗连续倒塌研究的发展历史,梳理了国内外抗连续倒塌设计规范中的不同规定,对国内外抗连续倒塌规范的设计方法进行了归纳总结,比较了各国规范安全等级划分方式以及验算时荷载组合的异同,并对破坏发生范围的界定做了详细对比,为将来形成统一的规范提供一定参考。     

Analysis of the microseismicity characteristics in landslide dam failure flume tests: implications for early warning and dynamics inversion

Landslides - Determining the premonitory and dynamic characteristics of landslide dam failures can provide an early warning as well the identification of the evolution of the failure process, and...     

Crustal Electrical Structure and Deep Metallogenic Potential in Northern Wuyi Area (South China), based on Magnetotelluric Data

The northern Wuyi area, which is located in the northern Wuyi metallogenic belt, has superior mineralization conditions. The Pingxiang–Guangfeng–Jiangshan–Shaoxing fault (PSF) extends across the whole region regardless of whether or how the PSF relates to the near-surface mineralization. We carried out an MT survey in the region and obtained a reliable 2D model of the crustal electrical structure to a depth of 30 km. In the resistivity model, we inferred that a continuous high conductivity belt that ranges from the shallow to deep crust is a part of the PSF. Then, we estimated the fluid content and pressure gradient to identify the deep sources of fluid as well as its pattern of motion pattern. Finally, we proposed a model for the deep metallogenic migration processes that combines geological data, fluid content data, pressure gradient data, and the subsurface resistivity model. The model analysis showed that the Jiangnan orogenic belt and the Cathaysia block formed the PSF during the process of com. The deep fluid migrated upward through the PSF to the shallow crust. Therefore, we believe that the PSF is an ore-forming fluid migration channel and that it laid the material basis for large-scale mineralization in the shallow crust.     

Hybrid machine learning model with random field and limited CPT data to quantify horizontal scale of fluctuation of soil spatial variability

Acta Geotechnica - The scale of fluctuation (SOF) is the critical parameter to describe the soil spatial variability, which significantly influences the embedded geostructures. Due to the limited...     

巯基改性凹凸棒石黏土对土壤有效态镉及油菜吸收镉的影响

重金属不可降解,长期存在于土壤环境会严重影响作物安全。添加巯基改性凹凸棒石黏土(ATP-SH)到不同Cd污染程度土壤中,进行盆栽油菜实验,以石墨炉原子吸收光谱法测定了土壤有效态Cd和油菜不同部位Cd的含量;采用SPSS讨论了ATP-SH添加量、土壤有效态Cd、油菜不同部位Cd的相关性;计算了油菜对Cd的富集系数及转运系数,探究了ATP-SH对土壤Cd的钝化效果及对油菜富集和转运Cd的影响。实验结果显示,添加ATP-SH后,土壤有效态Cd、油菜各部位Cd含量显著降低,土壤有效态Cd降低率为40.65%~74.27%,油菜根、茎、枝、菜籽中Cd降低率分别为29.36%~79.46%、41.44%~88.45%、43.19%~95.89%和38.02%~95.81%;ATP-SH添加量与土壤有效态Cd、油菜各部位Cd含量均呈显著或极显著负相关,土壤有效态Cd与油菜各部位Cd含量均呈显著或极显著正相关,油菜各部位之间的Cd含量存在明显正相关关系;对照组油菜根、茎、枝、菜籽对Cd的富集系数分别是实验组的1.42~4.87倍、1.71~8.66倍、1.92~24.43倍、1.61~23.76倍,油菜各部位Cd的转运系数的大小是茎＞枝＞菜籽,且茎远大于枝和菜籽,是枝和菜籽转运系数的3.5~25倍。综上,ATP-SH能降低土壤Cd的生物有效性,阻隔土壤Cd向油菜迁移。     

Numerical analyses of uplift behavior of pile foundation for transmission line structure in frozen soil regions北大核心CSCD

Pile foundation is one of the most commonly used and suitable foundations to support transmission line structure, especially in seasonally frozen soil regions and permafrost regions. Axial compression is the controlling condition in the design of foundations for such structures as bridges and buildings, while uplift and overturning will control the design of transmission line structure foundations. This paper presents an extensive overview of previous studies including experimental (e. g., laboratory model test and full-scale field load test), analytical/theoretical (e. g., limit equilibrium and limit analysis based on plasticity)and numerical(e. g., finite difference and finite element methods). The review indicates that study on the uplift behavior of pile foundation in frozen soil is relatively limited, particularly in the case of combined effect of axial uplift and lateral loading. Interaction between pile and frozen soil and mechanism of load transfer along the pile shaft and around the pile tip still remain unclear. Therefore, this paper implements finite difference analysis within FLAC3D to investigate the behavior of pile foundation in frozen silty clay and gravelly sand under axial uplift behavior and the effect of ground condition and lateral loading on the uplift behavior. Because of the axisymmetric condition of the problem studied, only half of the model is simulated. The chosen domain of the medium is discretized into a set of quadrilateral elements and the pile is discretized by the cylinder element. The interaction between the soil and pile is considered according to interface elements. Mohr-Coulomb criterion is adopted to model the soil behavior (perfectly elastic-plastic), while the pile is simply considered as a rigid body. The soil parameters such as Young’s modulus, cohesion and internal friction angle used for numerical analyses are determined by laboratory tests and estimated according to the empirical correlations with in-situ tests. The present numerical modeling is verified with the results from field loading tests on pile foundations in Qinghai-Tibet ±550 kV transmission line project. On this basis, parametric studies are carried out to uncover the behavior of pile in frozen soil. It is observed that pullout is the dominant failure mechanism of pile and the uplift load-displacement curve clearly exhibits an asymptote, consisting of initially linear elastic, nonlinear transition, and finally linear regions. These results are consistent with the observations in a few previous studies. In addition, larger uplift capacity of pile foundation in freezing period and gravelly sand is gained (about 20%). Lateral loading increases the deflection and therefore, decreases the uplift capacity of pile foundation. For the convenience of using the results obtained in practice, the values of uplift factor for pile foundation in silty clay and gravelly sand are provided. Finally, it should be noted that the method used, and the results obtained in the current work could be useful for engineers and designers, at least providing them some qualitative evidence for pile design in seasonally frozen soil regions and permafrost regions. This is important and necessary to ensure the safety of construction in such regions. Meanwhile, numerical analyses in the current work can be a benchmark example for subsequent research studies. © 2022 Science Press (China).     

秦岭-大别-苏鲁印支造山带连接枢纽的形成时代——来自宁陕断裂带同构造花岗岩锆石U-Pb年代学的限定

最新的研究表明,南秦岭勉略缝合带可以经宁陕左行走滑断裂带与大别苏鲁的高压/超高压变质带相连。对于这个模型,两带间的"连接枢纽"—宁陕走滑断层的活动时间是关键问题之一。研究显示宁陕断裂带是南秦岭中的一条走向近E-W的走滑剪切带,早期为左行韧性剪切变形,晚期叠加了左行脆性剪切变形。对带内千糜岩化石英片岩中的两期同构造花岗岩脉的构造地质学、岩石学和锆石U-Pb和Lu-Hf同位素研究,获得早期面理化细粒花岗岩的年龄为214.4±1.1Ma(MSWD=1.3),εHf(t)主要集中在-8.58~-0.29之间,tDM2=2.45~1.62Ga;晚期钾长花岗岩脉的年龄212.8±1.6Ma(MSWD=2.1),εHf(t)=-5.79~2.07,tDM2=2.53~1.49Ga。同位素数据表明两期花岗岩脉具有相同的岩浆源区,是古老地壳物质的再循环;晚期钾长花岗岩脉是早期花岗岩演化的产物。两期同构造花岗岩脉年龄的确定,表明宁陕左行走滑断层至少从晚三叠世中期之前就已经开始活动,而不是前人认为的早-中侏罗世或晚三叠末。尤其是宁陕左行走滑断裂带与勉略缝合带具有相同的左行韧性走滑叠加晚期脆性走滑的构造样式和活动时间,表明二者的形成可能都与古特提斯洋的斜向俯冲或者扬子板块的顺时针旋转有关。本研究成果为南秦岭的"古特提斯洋缝合带"——勉略缝合带向东经宁陕断裂带与大陆俯冲和深俯冲形成的耀岭河-桐柏-大别-苏鲁高压/超高压变质带相接提供了关键的年代学证据。     

大直径深层钻孔灌注桩拔除工艺研究

结合郑州南站连接线明挖隧道（拔桩区间）拟拔桩基直径大、桩长的特点,对桩体受力特征和拔桩工艺进行了研究。通过拔桩过程中桩周土破坏模式和桩体自身的抗拉强度分析计算,选取有效的减阻方法并应用于工程实践,取得良好效果。最后总结出大直径深层钻孔灌注桩拔除工程中桩身局部扩大、桩侧摩阻力过大和断桩等问题及相应的解决方法,供今后类似工程借鉴。     

中国四大类型铀矿化指示元素组合特征及其成因

对筛选的中国四大类型铀矿元素及组合特征、指示元素成因、指示机理以及与铀矿化的关系进行了系统阐述,通过指示元素及组合异常圈定富铀地质体,识别铀成矿有利要素,进行铀矿预测评价,甚至直接寻找盲矿体,对铀矿预测评价具有重要意义。     

大地电磁测深反演技术有效性对比试验

设计了一个简单的三维模型:三维低阻异常体和高阻异常体位于一维层状介质模型中,以"十"字型和"米"字型观测剖面方式作为模拟方式,开展模型一维、二维、三维反演技术有效性对比试验,其中一维反演计算采用自适应正则化(ARIA)反演,二维反演计算采用非线性共轭梯度(NLCG)反演,三维反演计算采用REBOCC三维反演,将剖面下方不同的反演结果与原始模型进行对比分析,发现:在该模型条件下,一维和二维反演都能得到反映模型真实信息的结果,REBOCC三维反演更偏向重建原始模型的宏观电性特征;在一维反演结果中,对于深部的电性结构特征,通常TE极化模式的反演结果好于TM极化模式,TE/TM几何平均值反演结果介于前两者之间;在二维反演结果中,通常TM极化模式的反演结果好于TE极化模式,TE/TM联合模式反演结果与TM极化模型相当,甚至更好;模型REBOCC三维反演相比一维、二维反演更易受反演结果多解性影响,REBOCC三维反演结果偏向重建原始模型的宏观电性特征。