汶川地震引发高速远程滑坡运动机理数值模拟研究——以谢家店子滑坡为例

针对汶川地震引发的谢家店子滑坡,在现场调查分析的基础上,建立了二维离散元数值模拟模型,采用2D-Block软件对其进行了全过程的数值模拟研究,并通过对跟踪块体的深入分析,研究了相应地质体在不同阶段下的运动特征。模拟结果表明,谢家店子滑坡经历了剧动启程抛掷阶段、快速撞击飞行阶段、铲刮减速碎屑流阶段及堆积掩埋阶段。为了揭示地震引发高速滑坡的发生规律,分别研究了地震震级、斜坡地形和斜坡上岩块的尺寸对高速滑坡启动和运动过程的影响规律。地震震级对边坡的启动、变形、破坏和运动有很大的影响,地震震级越大,滑体启动的加速度和速度也就越大,从而易形成高速远程滑坡。斜坡体本身的地形地貌对滑体运动也有较大影响。在震级和岩石力学参数一定的条件下,斜坡上岩块的大小对其启动、变形和运动过程有一定影响,随着岩块的增大,滑体运动的每个阶段历时都在减小,但当岩体十分破碎时,滑体虽然能够运动,但是很难发生抛掷。将地震滑坡的启动机理概括为积累变形效应、振荡启程效应和振荡加速效应。     

“打滑”岩层回转钻进采用低工艺规程初探

通过对岩石破碎机理的再探讨,提出在坚硬致密弱研磨性岩层（俗称＂打滑＂地层）的金刚石回转钻进中采用低工艺规程,在探索和实际应用中取得很好的效果,尤其在中深孔中转速开不上去时也取得好的效果。     

Shear-tensile crack as a tool for reliable estimates of the non-double-couple mechanism: West Bohemia-Vogtland earthquake 1997 swarm

Shear-tensile crack is a model for an earthquake mechanism that is more constrained than the moment tensor but that can still describe a non-shear focus. As such, the shear-tensile crack model is more robust than the moment tensor model and yields more reliable estimates for the earthquake mechanism. Such an advantage verifies the credibility of the non-double-couple component found for some events of the 1997 West Bohemia-Vogtland earthquake swarm. As expected, in several cases, a significantly resolved non-double-couple component was obtained where the moment tensor approach failed. Additionally, for non-shear sources, the shear-tensile crack model offers optimization of the Poisson number within the focus, concurrently with retrieval of the mechanism. However, results obtained for the joint inversion of the 1997 swarm indicate that resolution is low. A series of synthetic experiments indicated that limited observations during 1997 were not the cause. Rather, hypothetical experiments of both very good and extremely poor network configurations similarly yielded a low resolution for the Poisson number. Applying this method to data for recent swarms is irrelevant because the small non-double-couple components detected within the inversion are spurious and, thus, the events are pure double-couple phenomena.     

建筑企业的管理与发展

南宁大地建筑装饰工程公司,由一个小的、效益欠佳的企业发展成为一个初具规模的中型企业,是由于强化了管理这个中心环节。实践证明,队伍的管理、质量的管理是企业发展的两个关健因素,,再加上领导者的正确决策,对各种因素的综合利用和协调艺术,就能为企业的发展提供保证。     

临沂市温泉（井）成热机制分析及找热方向研究

临沂市地处鲁西隆起南部,地热资源丰富。该文介绍了临沂市的地层、岩浆岩、构造、地热背景、主要控热断裂及20余眼温泉(井)的情况和分布。通过分析汤头温泉、白塔地热井、汤坊崖地热井、铜井地热井、松山地热井、新村地热井、西高都地热井等主要温泉(井)的控热断裂、成热机制,认为该区地热主要分布在沂沭断裂带与NW向深大断裂交会处,地下水补给多沿NW—SE断裂,热源以深大断裂沟通深部热源,水温、水量较好地热井均处在沂沭断裂带沂水-汤头断裂以西的、控热断裂为张性断裂或的张扭性断裂凹陷区内。结合临沂市区域地质构造特点,认为蒙山断裂与鄌郚-葛沟断裂深部交会处,尼山断裂、峄城断裂与鄌郚-葛沟断裂交会处为地热勘探靶区。     

呼图壁地区震源机制解及构造应力场特征分析

基于新疆测震台网记录的数字地震波形,运用CAP方法测定呼图壁地区2010-01-15~2017-01-02共50次MS≥3.0地震的震源机制解,同时结合早期23次MS≥3.0地震的震源机制解数据,应用MSATSI软件反演研究区时空应力场。结果表明,研究区应力结构类型表现为逆断型,整个区域主压应力P轴近NNE向且倾角较小,说明整个呼图壁地区应力场以NNE向水平挤压作用为主要特征。从空间上看,东部的水平挤压作用更为显著;从时间上看,2010~2016年受到更为显著的NNE向应力场控制,反映了研究区在不同时段应力场的调整变化,但没有改变该区域最大主压应力轴呈NNE向的总体特征,说明整个呼图壁地区可能主要受一种较稳定的NNE向应力场控制。     

AN INSIGHT ON DRIVERS OF LAND USE CHANGE AT REGIONAL SCALE

1INTRODUCTION Land use change (LUC) involves both changes to a dif- ferent function and shifts in intensity within a function. Today, researches on LUC are aiming at regional scale, andthestudiesofthetypicalregionalLUC drivingforces at meso- and small-scale become a key issue (VAN DIGGELEN et al., 2005; CHAPLOT et al., 2005). The studies of regional LUC driving forces are to reveal the realmotivationbehindtheLUCanditsinteractingmech- anism, so as to simulate and predict the p…     

��ɽ���Ѵ���ά����Ӧ��������ֵģ��

????????????????????????????棬??????????????????????????????????????????GPS???????????????????????????M≥5.0????????????????????????????????????????????????Ч???????XY?????????????????????????????????????????????????????????????????????????ο???????????     

�Ͷ�Ms5.1��������о�

?????????????е??о??????????Ms5.1????????????????????????Ρ?????????????????????????????NEE????????????????????????????????????????5~7 km??????????λ????????????????????????о?????ж?,???Ms5.1??????????λ??????????????????????????????????????     

高崖跨断层短水准异常变化机理分析

2017-01～2018-04高崖水准的观测结果出现异常,为研究该异常的机理,本文基于对二维不规则载荷模型的定量模拟和库容、降水量、地下水位等影响因子的定性、定量分析,得到如下认识：1）高崖水库库容载荷变化对高崖水准的影响微弱,基本可忽略不计;2）高崖水准异常变化的主要原因是地下水位变化通过水-岩作用造成水准两端岩体的不一致变形。通过跟踪观测资料的后续变化,验证了水准异常变化机理的合理性。