高层建筑竖直度控制

介绍高层建筑施工中竖直度控制的方法;精度估算;分段投测,分段锁定,分段控制,竖直度计算等具体问题,经高层建筑工程验证及部、省级技术鉴定,工程成果达到国内领先水平。     

东昆仑活动断裂带西大滩段断层气(Rn,CO2)的释放特征

通过在东昆仑活动断裂带西大滩段进行断层气测试,首次获取了该断裂带中Rn和CO2的释放量。在2004年开挖的2～3m深的探槽内,氡浓度可达20732Bq.m-3,氡发射率可达433mBq.m-2.s-1,远高于在地表的氡浓度505～2380Bq.m-3与氡发射率7～28.19mBq.m-2.s-1(地表氡发射率均值为14.7mBq.m-2.s-1,与世界平均值相当)。从而我们推断该断裂具有从上部第四系覆盖物到深部花岗岩之间的良好连通性。在地表CO2的析出率平均值为18.9g.m-2.d-1,与通常的背景值相当,在探槽中和距离断层1km的地方没有明显的空间变化,但是在断层北侧3km处的一个近乎直立的千枚岩小山上,CO2的析出率却很高,为421g.m-2.d-1,同时该处氡的发射率也高,达503mBq.m-2.s-1,因此,有必要在该断裂附近进行长期监测     

西秦岭江里沟花岗岩体地球化学特征、年代学及地质意义

内容提要：江里沟岩体出露于西秦岭造山带北段,侵入于大关山组之中,岩性为二长花岗岩,主要矿物组成为斜长石、石英、钾长石、黑云母等。该岩体SiO2=71.76%~75.86%,Al2O3=11.67%~ 14.84%,MgO=0.35%~ 0.70%,Sr=58×10-6~223×10-6,Y=1.2×10-6~16.1×10-6,Yb=1.21×10-6~1.76×10-6,里特曼指数介于1.42~2.08,在K2O-SiO2关系图上投入高钾钙碱性系列,A/CNK介于1.05~1.1,属过铝质花岗岩。在原始地幔标准化的微量元素分布图中,大离子亲石元素（LILE）K、Th、Rb、Ba等富集,高场强元素（HFSE）Nb、P、Ti、Y、Yb等相对亏损。稀土元素总量（∑REE=62×10-6~170×10-6）变化较大,稀土元素球粒陨石标准化分配型式表现为轻稀土强烈富集,重稀土相对亏损的右倾型且Eu负异常较明显（LREE/HREE=6.3~16.2,（La/Yb）N =4.9~17.4,δEu=0.38~0.66）,总体显示出喜马拉雅型花岗岩的岩石地球化学特点。LA-ICP-MS锆石U-Pb测年表明其形成年龄为264.0±1.4Ma,属中二叠世晚期。结合前人研究和本次的工作分析认为,江里沟岩体形成于加厚地壳的构造环境,可能是由于受到阿尼玛卿洋盆在闭合过程中俯冲碰撞远程效应的影响,使得本区发生挤压作用,地壳加厚增温,给该地区地壳深部物质重熔侵位提供了动力学条件和岩浆活动空间。     

砂性地层中地铁盾构隧道管片结构受力特征研究

以南京地铁一号线穿越砂性地层盾构隧道为研究对象,对管片环施工全过程和稳定期进行了现场系统研究。采用考虑结构与地层相互作用的梁-弹簧模型进行理论计算,探讨了砂性地层中盾尾注浆、土体应力松弛、水压力及拼装方式对管片环土水压力、纵缝张开量、内力等的分布和变化规律的影响,揭示了砂性地层中地铁盾构隧道管片环的结构性能及其与地层的相互作用特性,提出了适用于砂性地层条件下的地铁盾构隧道设计原则与方法。     

面向自然连续面群边线的协同化简方法

自然连续面群边线化简是地形图中自然面状要素和地理国情普查数据中自然图斑自动制图综合的重要实施步骤。现有面要素边线化简算法大多以线化简算法为基础,未有效化简弯曲特征、保持面积平衡和满足图面视觉清晰性要求,且化简结果存在共享边界不一致、边线自相交和边线之间相交的拓扑问题。为此,结合自然连续面群表达特点和化简要求,本文提出一种面向自然连续面群边线的协同化简方法。首先将自然连续面群转换为拓扑数据结构组织,以待化简弧段及其相邻弧段为基础构建约束Delaunay三角网,标识化简区域;其次利用弧段双侧层次多叉树模型渐进式退化条带状弯曲、化简细小弯曲;最后自适应夸大狭窄“瓶颈”,实现边线的协同化简。以河南省某区域1:5万地形图中的植被与土质面要素进行化简实验,相较于对比方法,该方法能够有效保持自然连续面群边线化简前后的拓扑一致性、要素之间的面积平衡,充分化简目标尺度下的局部不清晰细节,化简结果精度高。     

Universal precursor seismicity pattern before locked-segment rupture and evolutionary rule for landmark earthquakes

Despite extensive investigations, no precursor patterns for reliably predicting major earthquakes have thus far been identified. Seismogenic locked segments that can accumulate adequate strain energy to cause major earthquakes are highly heterogeneous and low brittle. The progressive cracking of the locked segments with these properties can produce an interesting seismic phenomenon: a landmark earthquake and a sequence of smaller subsequent earthquakes (pre-shocks) always arise prior to another landmark earthquake within a well-defined seismic zone and its current seismic period. Applying a mechanical model, magnitude constraint conditions, and case study data of 62 worldwide seismic zones, we show that two adjacent landmark earthquakes reliably occur at the volume-expansion point and peak-stress point (rupture) of a locked segment; thus, the former is an identified precursor for the latter. Such a precursor seismicity pattern before the locked-segment rupture has definite physical meanings, and it is universal regardless of the focal depth. Because the evolution of landmark earthquakes follows a deterministic rule described by the model, they are predictable. The results of this study lay a firm physical foundation for reliably predicting the occurrence of future landmark earthquakes in a seismic zone and can greatly improve our understanding of earthquake generation mechanism.     

TRANSVERSE STRUCTURES FEATURES OF DIFFERENT DEPTHS DERIVED FROM BOUGUER GRAVITY ANOMALIES IN THE SOUTHERN SEGMENT OF TAN-LU FAULT ZONE

To research the faults distribution and deep structures in the southern segment of Tan-Lu fault zone(TLFZ) and its adjacent area, this paper collects the Bouguer gravity data and makes separation by the multi-scale wavelet analysis method to analyze the crustal transverse structure of different depths. Meanwhile Moho interface is inversed by Parker variable density model. Research indicates that the southern segment of TLFZ behaves as a NNE-directed large-scale regional field gravity gradient zone, which separates the west North China-Dabie orogen block and the east Yangtze block, cutting the whole crust and lithosphere mantle. There are quite differences of density structures and tectonic features between both sides of this gradient belt. The sedimentary and upper crustal density structure is complex. The two east branches of TLFZ behave as linear gravity anomalous belt throughout the region, whereas the two west branches of TLFZ continue to extend after truncating the EW-trending gravity anomaly body. The lower crustal density structure is relatively simple. TLFZ behaves as a broad and gentle low abnormal belt, which reflects the Cretaceous-Paleogene extension environment caused graben structure. The two west branches of TLFZ, running through Hefei city, extend southward along the west margin of Feidong depression and pinch out in Shucheng area due to the high density trap occlusions in the south of Shucheng. The Feizhong Fault, Liu'an-Hefei Fault, and Feixi-Hanbaidu Fault intersect the two west branch faults of TLFZ without extending to the east. Recent epicenters are mainly located in conversion zones between the high-density and the low-density anomaly, especially in TLFZ and the junction of the faults, where earthquakes frequently occurred in the upper and middle crust. As strong earthquakes rarely occur in the southern segment of TLFZ, considering its deep feature of abrupt change of the Moho and intersections with many EW-trending faults, the hazard of strong earthquake cannot be ignored.     

Average recurrence intervals of strong earthquakes and potential risky segments along the Taiyuan-Linfen portion of the Shanxi graben system

Introduction In AD 1303, the great Hongtong, Shanxi, earthquake of magnitude 8 caused a very serious disaster, which killed over one hundred thousands people at least (Department of Earthquake Dis- *aster Prevention, State Seismological Bureau, 1995). On the occasion of commemorating this ca-tastrophe having occurred for 700 years, we have important problems that need to be answered: How long the average recurrence interval of the grea…     

沂沭活断层分段特征及地震趋势的预测

沂沭活断层以莒南—汤头一线为界可分成南北两大段。其中,北段以蠕滑为主,南段则表现为强烈的粘滑错动。另外,在南段内还存在着一个次一级的段落。文中详细分析了各段的断层滑动方式及地震活动的特点,并对沂沭断裂带今后的地震趋势作了预测。     

从地震模拟看匀阻段与大震的关系

运用滑块模型建立了一个地震活动的计算机模拟系统。对地震活动计算机模型进行反复试验，认识到断层失稳过程中摩擦强度分布的重要性。把在断层滑动中摩擦阻力分布比较均匀的段称为匀阻段。对大地震而言，断层摩擦阻力的大或小都不是决定因素，而具有较长的匀阻段才是发生大震的首要条件