天镇县马圈痒地热田成因

本文从地形、地貌、地层及地质构造等方面对马圈痒地热田的成因进行了分析和论述。提出了本热田为断裂裂隙热储系统的深循环式的热田。它的补给源为地表降水，补给通道是云门山山前大断裂，加热过程是在基底断裂裂隙运动中进行的、其热源为岩浆活动热，上涌通道是两个隆起上的断裂裂隙。上涌后进入第四纪热储层后与冷水混合，形成了一个“蘑菇状”的热水体。这种模式具有一定的代表性。     

竖向地裂缝附近的地面运动

针对均匀弹性半空间不同深度(20m,40m,80m)的细裂缝,由下向上分别垂直和斜(30°)入射一脉冲波,计算裂缝附近地面运动的时程反应和传递函数的幅值谱。计算结果与均匀半空间自由场做了对比,以说明竖向地裂缝对地震波传播和附近地面运动的影响。此外,对断裂周边一般结构抗震设计是否要考虑它的影响,提供了一点参考意见。     

Application of caustic method to determining stress intensity factor of compressive shear crack

Introduction The caustics method has been introduced into seismology in recent years and preliminary in- vestigation indicates that it is effective to study the compressive stress (strain) of transparent sam- ples such as plexiglass (XU et al, 2001, 2002; Xu et al, 2000, 2002; XIONG et al, 2000, 2002). Especially, as a seismological concept, earthquake nuclei, becomes clearer according to the caustic shadow, which combines plastic area, nucleation area and crack concentration area together …     

Discrete‐like crack simulation by smeared crack‐based FEM for reinforced concrete

A numerical process that simulates crack propagation in reinforced concrete through post‐crack stress redistribution is presented. This process is developed within the context of the smeared crack approach. Continuity and orientation of the reinforcing bar components are automatically recognized in the pre‐processing stage. The process explicitly outputs crack widths by computing the bond slips along reinforcement, without imposing any additional nodes between the reinforcement and concrete. The process is incorporated with a finite element algorithm, and the validation is investigated through sample 3D static analyses of nine concrete specimens subjected to monotonic shear and flexure loads. These specimens contain relatively well‐distributed steel bars and fiber reinforced polymer (FRP) sheets of reinforcement ratio from 0.11 to 0.57%. The analyses predict the crack patterns and crack widths well, although some disagreements are found between the test and the analysis results. The proposed process outputs discrete, continuous in crack directions, and element boundary‐free crack patterns. Copyright © 2007 John Wiley & Sons, Ltd.     

钻杆失效理论分析方法初探

从有限元分析构件裂纹周围的应力分布出发,导出钻杆中常出现的Ⅰ－Ⅲ型复合裂纹的失稳条件,通过编程计算了不同深度秒同倾角裂纹尖端处的应力强度因子,计算得到的临界裂纹深度可作为钻杆检测仪精度选择的参考,同时也为钻杆寿命评估提供了理论依据。     

PHC管桩在基坑工程中应用的实例

就PHC管桩替代钻孔灌注桩在某基坑中的设计应用进行了分析,探讨了设计中几个取值问题.     

甘肃黑方台地区灌溉型黄土滑坡形成机理 与运动学特征 ——以焦家崖头13号滑坡为例

甘肃黑方台地区常年农业灌溉导致塬边产生大量的黄土滑坡,灌溉水长期入渗引起灌区地下水位上升,因地下水作用造成水敏性黄土遇水乃至饱水后强度劣化,进而产生斜坡失稳,因黄土滑坡剪出口高悬于上缓下陡的坡体中部,其成灾模式呈现出高位剪出后高速滑动,并产生远程运移,波及范围大,致灾后果严重。以甘肃省永靖县黑方台焦家崖头滑坡为例,在现场调查和地下水动态监测的基础上,对灌溉型黄土滑坡塑流-拉裂形成机理进行分析,并运用离散元模拟方法,对地下水位上升过程中模型底部饱水黄土软弱层的形成、演化过程和滑坡运动学特征进行模拟研究。结果表明,随地下水位的上升,模型底部软弱层范围不断增大;孔隙水压力主要作用于滑坡底部软弱层饱水黄土;地下水位高程上升至标高1682m时,滑坡产生整体破坏。     

砂岩和大理岩纵波速度及Q值实验研究

利用新近完成的弹性波参数测量系统,我们在静水压力(常压—32MPa)范围内,对不同饱和度砂岩和大理岩的纵波速度和Q 值进行了测试.结果表明,随着静水压力和饱和度的增加,砂岩和大理岩的纵波速度均增加;砂岩的Q 值随静水压力增加,但随饱和度减小.有关静水压力、孔隙流体对岩石纵波和Q 值的影响机理也作了简要论述.