Tectonic inversion assessed by integration of geological and geophysical data: The intracontinental Rio do Peixe Basin,NE Brazil

Common basin models assume that the post‐rift tectonic evolution of most basins is usually associated with tectonic quiescence. However, tectonic inversion during the post‐rift phase has been proposed for several sedimentary basins worldwide, but how and why it happens is still a matter of debate, especially in intracontinental settings where the lithosphere is old and thick. Here, we use geological and geophysical data from the Rio do Peixe Basin in NE Brazil to show evidence that intracontinental sedimentary basins can be tectonically inverted by far‐field compressive stresses acting on pre‐existing weakness zones of lithospheric‐scale where stresses can concentrate and inversion can occur. Geomorphological and field data combined with seismic reflection, gravimetric and borehole data show that: (a) inversion occurred along two main Precambrian lithospheric‐scale shear zones, the Patos (E‐W trending) and Portalegre (NE‐SW trending), which had already been reactivated as basin‐bounding faults during the earlier rift stage; (b) post‐rift reactivation affected (mostly) the original master normal faults with the largest rift displacements, and locally produced new reverse faults; (c) during contraction, deformation was partitioned between fault reactivation and buckling of the incompetent sediment pushed against the hard basement; (d) all these signs of inversion have been observed in the field and can be demonstrated on seismic reflection profiles; and (e) combined gravimetric and seismic data show that the main structures of the basin were followed by an inversion. These data are consistent with the operation of WSW‐ENE horizontal maximum compressive stress as a result of combined pushes of the Mid‐Atlantic Ridge (towards the W) and the Andes (towards the E), responsible for the post‐rift oblique inversion of normal faults inherited from the rift phase and formed with vertical maximum compressive stress.     

东北现象再解析和东北振兴预判研究——对影响国土空间开发保护格局变化稳定因素的初探

从“东北现象”的新近表现,提出影响国土空间开发保护格局变化的3个稳定因素：资源环境承载能力、地缘关系、文化和体制机制。分别对3个稳定因素在东北地区的特征状况进行了解析,结果表明东北资源环境承载能力本底强,但开发利用效益不佳,突出表现在优化开发区和重点开发区面积过小、限制性开发区收益较低、资源环境承载力预警超载低;位于全球三大经济圈之一的东北亚核心区,地缘优势突出,但未能转换为经济优势,突出表现为外向型经济比重过小、对日韩贸易地位不凸显;文化和体制机制成为限制东北地区发展的核心障碍,突出表现在产业结构不合理、国有经济比重过高。以五大发展理念为指引,结合东北振兴的问题导向,着重对东北地区提高科技创新能力解决发展驱动力的转型、创新国有企业改革模式和促进多种所有制经济协调发展、围绕“一带一路”战略实现开放经济的转型以及腾出国内市场促进东北优势产业继续保持活力、以共享发展理念消除城市贫困增进东北地区民生福祉、采取经济社会生态效益相统一的原则实现东北地区按照主体功能定位进行发展等开展预判研究。     

一种新型筑堤结构：轻质硬壳堤坝

针对软弱地基存在的堤坝不均匀沉降、滑坡、位移、倒塌等问题,提出了一种新型的筑堤结构──轻质硬壳堤坝。该结构采用发泡塑料作为堤坝材料,或铺设于软基面上,或填充于易沉陷部位,或搅拌于土石方中;以高强度材料,制成堤坝外壳或堤坝某一部分的外壳,然后填入其他松散材料,使其产生减重、加筋、防渗、隔离、堆高的作用,以增强堤坝刚度,提高堤坝稳定性。这种新型堤坝结构具有较高的防洪、抗地震能力,以及缩短建筑工期,降低造价,废物利用等优点。     

Some recent advances in the modelling of soft rock joints in direct shear

This paper presents a review of recent developments made by the authors into the modelling of rock joints in direct shear. Careful observation of laboratory direct shear testing on concrete/rock joints containing two-dimensional roughness has allowed theoretical models of behaviour to be developed. The processes modelled include asperity sliding, asperity shearing, post-peak behaviour, asperity deformation and distribution of stresses on the joint interface. Model predictions compare extremely well with laboratory test results. These models were then applied to direct shear tests on rock/rock joints, and although behaviour in general was well predicted, the strength of rock/rock joints was over-predicted. Direct shear tests have also been carried out on samples containing both two- and three-dimensional roughness to test the accuracy of the two-dimensional approximation to roughness adopted in the theoretical models.     

软岩边坡变形破坏规律及其 对城市设施的影响

以抚顺西露天矿大规模倾倒滑移变形体变形规律研究为例,探讨受软弱夹层控制的软岩边坡变形破坏规律及其变形破坏对城市工业设施的影响。     

软岩巷道中地下水流自动封闭机理分析

地下水对软 巷道的支护具有重要影响,需要采取避开或封闭措施。在具有膨胀性和崩解性的软岩巷道中,地下水流存在自动现象,本文研究了它的机理。     

结构性软土的损伤及其对地基沉降的影响

通过室内试验,研究了软粘土的结构性及其在受力过程中的损伤特性,并讨论结构损伤对地基瞬时沉降和固结沉降的影响。计算结果表明,常规方法低估地基的瞬时沉降,夸大地基的固结沉降。     

离水停食胁迫对中华鳖(Trionyx sinensis)翻身能力、血清生化、裙边质构及脏器相关功能酶活力的影响

中华鳖(Trionyx sinensis)历来有活品消费的习惯,离水停食是其批量销售环节必须承受的胁迫。因此,探究离水停食对其商品价值的影响过程与机制,对于明确其活体销售货架期具有重要指导价值和现实意义。以2020年5月20日同池起捕后离水停食处理0 d(S₀实验组)、4 d(S₄实验组)、8 d(S₈实验组)、12 d(S₁₂实验组)、16 d(S₁₆实验组)的雄性商品鳖[平均体质量(546.86±94.70) g]为研究对象,在常温条件下较系统开展了离水停食对其翻身能力、血清生化、裙边质构及脏器酶活力的影响研究。结果表明:(1)实验鳖连续翻身次数呈S₄≈S₈>S₀≈S₁₂≈S₁₆,且均主要集中于1 min内;(2)血清TP、ALB、TC、LDL-C均无组间差异(P>0.05),GLU-O呈S₀≈S₄≈S     

软土动力特性动三轴试验研究

许多学者对软土在动力作用下的变形特性进行了大量的研究,并提出了相应的经验公式,但其经验公式参数较多且试验复杂,不易被一般工程技术人员掌握运用。本文采用天津滨海地区软土为研究对象,进行钻探取样、波速测试、室内静力学和动三轴试验,获取该地区软土的静、动力学参数,并利用相对简单的模型对残余应变和软化指数随振次的变化规律采用最小二乘法进行拟合,取得很好的效果。成果表明,利用简单的模型对软土的动力特性进行区域性研究是可行的。该成果可为今后软土动力特性和软土震陷计算方法研究提供参考和基础性资料。     

软悬挂状态下隔水管动力特性分析

建立了软悬挂状态下隔水管动力分析模型,采用有限单元法对模型进行离散,结合Newmark-β法对动态方程求解,并对模型进行验证,最后选取南海某口深水井实际参数,对软悬挂状态下隔水管动力特性进行分析。研究结果表明:软悬挂状态下隔水管底端横向位移最大,顶部铰接处弯矩最大。软悬挂状态下,隔水管横向位移与弯矩随着海底隔水管总成(LMRP)重量增加而减小,随着平台运动速度、平台航向与海流方向夹角增大而增大;回收隔水管减小悬挂长度有利于减小最大横向位移,但会造成弯矩轻微增加;采用旋转刚度适当较大的挠性接头则有利于减小隔水管挠性接头以下整体位移与弯矩。研究成果为钻井平台避台撤离时隔水管的安全提供理论指导。