结构性土二元介质本构模型及破损率影响因素的研究

岩土类材料是非均质的具有微缺陷的天然材料,岩土破损力学将岩土材料抽象成由结构块和结构带组成的非均质二元结构体。破损率演化方程反映了岩土材料在外部荷载作用下,结构块向结构带动态变化程度的过程。从细观尺度上分析结构性土体变形、破坏过程发展机制,揭示土体在荷载作用下结构块向结构带转化的过程。最后,针对杨陵黄土,通过三轴剪切试验,研究围压、含水率对破损率演化规律的影响。研究结果表明,单参数模型的破损率与围压和含水率没有关系,使从实验上证明参数模型的破损率是大主应变的函数。     

浅议建筑边坡工程技术规范中的若干规定

现行《建筑边坡工程技术规范》存在着一些争议。规范中规定适用范围可为岩石基坑,但很多条款是针对边坡工程的,对基坑工程不适用,建议适用范围不要扩大到基坑;规定临时性边坡使用年限为2年,已不满足工程建设要求,建议提高为5年;几个术语定义不准确,宜重新定义;适用边坡高度及边坡安全等级已不满足工程建设要求,建议适当调整;滑塌区范围估算公式意义不大且有缺陷,建议取消;对坡率法适用范围限制过于严格,建议放宽;查坡率表设计法已过时,建议取消;规定锚杆基本试验时可将锚固段长度减短,但这样得到的极限粘结强度值偏高,将导致工程设计不安全,不能减短;锚杆验收试验标准不明确且应用困难,建议按相关原则重新编写等等。这些意见供规范修编时参考。     

苏锡常地区地面沉降机理及防治措施

地面沉降是一种危害性严重的地质灾害。由于地下水的长期超量开采导致地面沉降不断加剧。然而人们往往总是忽略了地质灾害与地质模式的内在联系,把大多数原因归结为人类活动。事实上地面沉降的发生不仅与地下水水位下降密切相关,而且还与地层岩性结构、水文地质条件、土的类型、厚度、压缩性的大小、固结历史等因素有关。本文以苏锡常地区为例,对地面沉降的机理进行了分析并提出了防治措施。     

沉管灌注桩大面积断桩原因分析

通过2个工程实例分析了沉管灌注桩出现大面积断桩的原因是由于后期基坑开挖不当造成的，并提出了预防断桩出现的一些措施以及对断桩的处理补救措施。     

不同频率循环荷载作用下岩石阻尼比试验与变形破坏机制细观分析

通过对取自海南昌江核电厂一期工程主厂区的黑云母花岗岩,在RMT－150B多功能全自动刚性岩石伺服试验机进行单轴不同频率的循环加卸载试验,研究花岗岩动应变-应力滞回曲线、动弹性模量和阻尼比同循环频率之间的规律,然后对破坏断裂断口进行细观电镜扫描试验,分析了不同频率下花岗岩断口细观形貌与结构特征。结果表明,花岗岩在循环荷载作用下的加卸应力-应变曲线并不重合,而是形成一个封闭的滞回环;当循环频率在0.01～1.0 Hz范围内变化时,随着频率增大,花岗岩滞回环面积、动弹模和阻尼比都增大;通过细观数字图像试验分析发现,循环荷载作用下,随着频率的增大,岩石断口细观裂纹总的数目、面积、分形维数均变大。文中给出不同频率循环荷载作用下岩石破裂的细观损伤力学机制,研究成果对海南昌江核电厂的地震反应分析和场地安全性评价有着重要参考价值。     

哀牢山南段长安金矿深部找矿新进展

长安金矿床是"十五"期间云南省重大找矿突破之一。文章介绍了长安金矿床成矿地质背景、矿床地质特征、矿床类型、控矿因素等方面的新认识,提出了矿床主矿体并非受控于中上志留统与下奥陶统之间的加里东期不整合面,而是受控于NNW向陡立的F6断裂破碎带,属于构造破碎蚀变岩型金矿";通过采用TEM+IP物探方法圈定深部低阻、高充电率异常带,并结合成矿地质因素确定深部找矿空间,深部找矿工作获得新突破,扩大了资源∕储量。     

Parallelized combined finite-discrete element (FDEM) procedure using multi-GPU with CUDA

This paper focuses on the efficiency of finite discrete element method (FDEM) algorithmic procedures in massive computers and analyzes the time-consuming part of contact detection and interaction computations in the numerical solution. A detailed operable GPU parallel procedure was designed for the element node force calculation, contact detection, and contact interaction with thread allocation and data access based on the CUDA computing. The emphasis is on the parallel optimization of time-consuming contact detection based on load balance and GPU architecture. A CUDA FDEM parallel program was developed with the overall speedup ratio over 53 times after the fracture from the efficiency and fidelity performance test of models of in situ stress, UCS, and BD simulations in Intel i7-7700K CPU and the NVIDIA TITAN Z GPU. The CUDA FDEM parallel computing improves the computational efficiency significantly compared with the CPU-based ones with the same reliability, providing conditions for achieving larger-scale simulations of fracture.     

Rotation and dilation deformation mechanisms for auxetic behaviour in the α-cristobalite tetrahedral framework structure

 Analytical expressions are derived for the Poisson's ratios associated with a three-dimensional network of regular, corner-sharing tetrahedra in which: (1) the tetrahedra are assumed to be rigid and free to rotate relative to each other; (2) the tetrahedra are assumed to maintain shape and orientation but are free to change size (dilate); (3) tetrahedral rotation and dilation are assumed to act concurrently. The structure has a primitive unit cell containing four tetrahedra and is analogous to the molecular structure of α-cristobalite. Strain-dependent variations in Poisson's ratio are also predicted by the models. For deformation due to tetrahedral rotation the network is found to exhibit negative Poisson's ratios in each of the three principal directions, with the magnitude of the Poisson's ratio being dependent on the angle of rotation of the tetrahedra. The behaviour of the Poisson's ratio is isotropic in the transverse plane, but anisotropic elsewhere. In the dilation model negative Poisson's ratios equal to −1 are observed for uniaxial loading in any of the principal directions, with the value being constant irrespective of tetrahedral size. The model for concurrent tetrahedral rotation and dilation allows positive as well as negative Poisson's ratios, with the values determined by the framework geometry and relative strengths of the two mechanisms. The concurrent model also offers a design route to materials and structures having ultrahigh Young's moduli. Received: 15 February 2000 / Accepted: 1 October 2000     

桩底注浆钻孔灌注桩承载力的研究

通过天津地区几例钻孔灌注桩桩底注浆的静载荷试桩结果 ,分析天津地区钻孔灌注桩桩底注浆单桩竖向极限承载力标准值的估算方法     

“模”方的形成

通过模块化的设计思路,解决廉租房设计问题,以得出一个理想的模型,适应不同地区、不同地块的建设要求。模块本身有一定的适应能力,满足50～70年使用的要求。