箱形基础上浮病害整治技术

结合箱形基础不均匀上浮工程病害实例，综合分析了病害原因，提出了应用高压灌浆和抗浮锚杆工艺进行处治的方案。     

乌江渡水电站岩溶地区高压灌浆施工特殊情况的处理

乌江渡水电站扩机地下厂房防渗帷幕工程身处岩溶发育地区，工程地质条件复杂，地质构造以层间错动断层为主，并有部分陡倾角断层发育,岩层受构造挤压强烈，断层、节理、破碎带发育；水平岩溶、垂直岩溶发育。以此工程为例介绍了高压灌浆施工工艺，阐述了岩溶地区高压灌浆过程中出现的特殊问题并提出了处理措施。     

压力注浆在常张高速公路岩溶路基处理中的应用

岩溶性地基处理是公路建设中时常遇到的问题之一。结合常(德)—张(家界)高速公路岩溶路基注浆施工，介绍了压力注浆处理岩溶路基的施工工艺及相关的施工参数，并针对施工中出现的特殊问题提出了相应的处理措施。     

浙江江山石鼓水库除险加固工程技术措施

根据浙江江山石鼓水库大坝的结构构造特点、水库地质条件以及水库病险原因与状况，制定出一套科学完善的病险水库除险加固工程技术措施和施工操作规程，对病险水库进行了全面彻底治理，并取得良好效果。详细介绍了工程病险状况，除险加固方案设计，施工工艺及操作规程，加固效果检测及评价等。     

冬季东亚高空副热带急流和温带急流协同变化与中国南方地区降水的关系

利用NCEP/NCAR再分析数据和中国台站降水资料研究冬季东亚高空副热带急流和温带急流协同变化特征及其与中国南方地区降水的关系,发现冬季东亚高原急流与温带急流同期反向协同变化特征最为显著。即高原急流增强,同时温带急流减弱(SW型)和高原急流减弱,同时温带急流增强(WS型)。当高原急流增强(减弱)而温带急流减弱(增强)时,中国南方地区降水显著增加(减少)。合成分析表明,不同急流协同变化型态下冷暖空气活动特征存在较大差异,高原急流与温带急流的反向协同变化可以真实反映与冬季中国南方地区降水相关联的冷暖空气活动特征,进而导致不同降水形态的产生。     

鲁中南一次暴雨过程的特征和成因分析

利用常规气象观测资料、NCEP 1°×1°逐6h的再分析资料、GPS可降雨资料和地闪定位资料,对2013年7月4—5日山东中南部出现的暴雨到大暴雨天气过程的不同阶段特征和成因进行了分析,结果表明:本次暴雨过程是冷暖切变线所引发,暴雨的水汽源于南海;低空急流的强弱和水汽通量的大小呈正相关;暖切变线暴雨的雨强、影响范围和持续时间明显大于冷切变线暴雨;冷、暖切变线GPS可降雨量表现不同,前者短时间内增幅大,地面强降雨在峰值出现1h后发生,对地面降雨变化反映较敏感,后者强降雨出现前8h可降雨量快速上升,可降雨量峰值对应地面降雨大值,对地面降雨变化反映不敏感;冷切变线对流性更强,地闪频次为暖切变线降雨的2倍,正地闪频次为暖切变线降雨的1/2,负地闪频次为暖切变线降雨的2倍;降雨云团正、负地闪活跃程度呈反相位关系,正、负地闪的变化能很好地反映强降雨的变化;冷、暖切变线动力结构不同,前者物理量场从低层到高层向北倾斜,后者则为垂直分布;冷切变线上升运动区较暖切变线深厚。     

Facies and depositional architecture according to a jet efflux model of a late Paleozoic tidewater grounding-line system from the Itararé Group (Paraná Basin), southern Brazil

During the Late Paleozoic, the Gondwana supercontinent was affected by multiple glacial and deglacial episodes known as “The Late Paleozoic Ice Age” (LPIA). In Brazil, the evidence of this episode is recorded mainly by widespread glacial deposits preserved in the Paraná Basin that contain the most extensive record of glaciation (Itararé Group) in Gondwana. The Pennsylvanian to early Permian glaciogenic deposits of the Itararé Group (Paraná Basin) are widely known and cover an extensive area in southern Brazil. In the Doutor Pedrinho area (Santa Catarina state, southern Brazil), three glacial cycles of glacier advance and retreat were described. The focus of this article is to detail the base of the second glacial episodes or Sequence II. The entire sequence records a deglacial system tract that is represented by a proximal glacial grounding-line system covered by marine mudstones and shales associated with a rapid flooding of the proglacial area. This study deals with the ice proximal grounding-line systems herein interpreted according to lab model named plane-wall jet with jump. Detailed facies analysis allowed the identification of several facies ranging from boulder-rich conglomerates to fine-grained sandstones. No fine-grained deposits such as siltstone or shale were recorded. According to this model, the deposits are a product of a supercritical plane-wall outflow jet that changes to a subcritical jet downflow from a hydraulic jump. The hydraulic jump forms an important energy boundary that is indicated by an abrupt change in grain size and cut-and-fill structures that occur at the middle-fan. The sedimentary facies and facies associations show a downflow trend that can be subdivided into three distinct stages of flow development: (1) a zone of flow establishment (ZFE), (2) a zone of transition (ZFT), and (3) an established zone (ZEF). The proximal discharge is characterized by hyperconcentrated-to-concentrated flow due to the high energy and sediment-laden nature of the flows. At the transitional zone, a hydraulic jump produces a rapid shift of conglomeratic to sandy facies with associated scour features. Towards the distal zones, the jet detaches to originate a vertical turbulent jet characterized by more diluted flows. Discussion of fan facies and architecture within a framework of jet-efflux dynamics provides an improved understanding of grounding-line fans systems that produce coarse-grained strata commonly enclosed by fine-grained rocks. The results have clear implication in terms of prediction of facies tract and geometry of oil and gas reservoirs deposited under similar conditions. And also can be useful to identifying the position of a glacial terminus through time.     

混凝土灌注桩桩头渗水的处理及预防措施

混凝土灌注桩桩头渗水对桩体混凝土受力和基底防水产生影响,对混凝土结构中的钢筋造成腐蚀。结合工程实例,对桩头渗水产生的原因进行分析,主要有操作经验不足、责任心不强,灌注器具不合格,混凝土质量指标不符合要求,灌注接近结束时拔管速度过快、灌注终了超灌高度测量不准,基土含水量高、水压大等;出现桩头渗水可采用人工剔除或注浆封堵处理;介绍了预防措施,包括加强作业人员培训,强化灌注器具检查,严控混凝土质量,重点监管终灌时的状态,做好基坑内降水工作等。     

Pressure characteristics of bubble collapse near a rigid wall in compressible fluid

High speed liquid jet and shockwave can be produced when a bubble collapses near a rigid wall, which may cause severe damage to solid structures. A hybrid algorithm was adopted to simulate bubble motion and associated pressures near a wall combining Level Set-Modified Ghost Fluid-Discontinuous Galerkin (LS-MGF-DG) method and boundary element method (BEM). Numerical results were compared with experimental data to validate the presented algorithm. Jet formation was simulated by BEM and the induced pressure on the wall was calculated with auxiliary function. The pressure at the point on the wall where the jet points to reaches its peak value after the jet penetrates the bubble. Bubble collapse and rebounding were simulated by the LS-MGF-DG method. Shock-wave is induced when the bubble collapse toroidally to a minimum volume and the pressure at wall center reaches the maximum due to shockwave superposition. A third pressure peak is found associated with the bubble rebounds and bubble splitting. In the case studied, a higher pressure was found due to collapse shockwave than bubble jet and affects a larger area of the wall. In addition, the three pressure peaks due to jet impact, collapse impact as well as bubble rebounding and splitting decrease with the increase of the standoff distance.     

软土区旋喷式插筋微型桩工艺试验研究

软土地质条件下建筑物的沉降变形和承载力要求越来越高,对基础施工工艺提出了较高要求。在高压旋喷施工工艺的基础上,提出旋喷式插筋微型桩施工工艺,开展了微型桩工艺试验研究,结果表明该工艺大幅提高了单桩桩基承载性能,为实际工程应用提供了技术数据支持。