FRP（钢绞线）加筋混凝土梁正截面受弯承载力计算

纤维增强复合筋、不锈钢绞线等高强材料作为混凝土梁的受力筋可以充分发挥强度高、耐腐蚀性能好等优点,在土木工程中得到了广泛应用。为了分析此类高强材料加筋混凝土梁的受弯性能,在平截面假定基础上,对混凝土和受力纵筋分别采用混凝土Hongnestad模型和线弹性模型,通过平衡条件,推导了FRP（钢绞线）加筋混凝土梁受弯承载力的计算公式,并与国内外82根简支梁的试验结果进行了对比。研究结果表明：加筋混凝土梁抗弯强度试验值与理论值之比的平均值为1.07,标准差为0.14。建议公式可以较好地计算FRP（钢绞线）加筋混凝土梁的受弯承载力。实际工程构件抗弯截面设计时,建议安全配筋率取1.4倍平衡配筋率,设计截面弯矩取0.625倍理论受弯承载力,以使构件具有足够安全储备。     

矿区地表沉降监测的一种组合模型预测方法

基于诱导有序加权平均(IOWA)算子,将差分整合移动平均自回归(ARIMA)模型和Holt-Winters指数平滑模型进行组合,采用SBAS-InSAR监测值进行矿区地表沉降预测,并与各单一模型的预测结果进行对比分析.结果表明,基于IOWA算子的组合模型的预测精度较单一模型有明显提升,其中各点均方误差(MSE)平均值为...     

贵州省烂泥沟金矿大角度斜直深孔绳索取心钻探技术

矿产资源勘查随着程度的提高和深度的增加,对于钻孔防斜保直要求越来越高。贵州省烂泥沟金矿2021年度勘查设计7个超过千米的大角度斜直孔(顶角20°～32°之间),要求每百米顶角和方位角偏斜均不超过1°,绳索取心工艺仅靠传统方式难以保证该精度。项目实施过程中,钻探施工单位采用光面扶正器和液动冲击钻进方式进行防斜保直;采用调整钻具组合、短距反复切削、换径重复导向扩孔方式进行升降顶角;采用正反交替钻进方式进行纠方位。通过上述措施有效地达到了预期目标,所形成的经验对于类似大角度斜直深孔取心钻探具有一定借鉴价值。     

渔子溪流域水文过程影响因素的特征时间尺度分析

采用渔子溪流域三期遥感影像(1986、1994和2002年)获取该区域的土地利用/覆被资料,并结合实际调查数据、采用斑块驱动模型模拟得到该流域1986~2004年间逐年土地利用变化数据;然后根据该模拟数据以及渔子溪流域不同时间尺度的气象和径流资料,采用逐步线性回归和多元非线性回归方法,对渔子溪流域不同时间尺度下降雨-土地利用-径流系统及其内部各元素之间的关系进行了统计分析,结果表明:(1)不同时间尺度下径流量与降雨量的相关关系具有明显差别,土地利用变化对降雨-径流关系有重要影响,在年尺度上,降雨量对径流量的影响要大于气温对径流的影响,而在月尺度上则相反。(2)不同时间尺度下非线性回归的模拟误差要比线性模拟误差下降1.18%~23.8%,且不同影响因子在不同时间尺度上的非线性程度各不相同。     

西藏斯弄多银多金属矿床热液角砾岩特征及成因分析

西藏斯弄多银多金属矿床产于陆相林子宗群火山岩内,是冈底斯成矿带发现的首例浅成低温热液矿床.矿床具有热液脉型银铅锌矿体、隐爆角砾岩型矿体和独立银矿体"三位一体"的矿体组合形式.热液角砾岩作为矿区主要矿(化)体,目前尚未开展详细研究工作.文章以斯弄多矿区热液角砾岩为研究对象,通过钻孔岩芯编录和岩相学研究,总结了不同类型热液...     

USING UAV PHOTOGRAMMETRY TECHNOLOGY TO EXTRACT INFORMATION OF TECTONIC ACTIVITY OF COMPLEX ALLUVIAL FAN——A CASE STUDY OF AN ALLUVIAL FAN IN THE SOUTHERN MARGIN OF BARKOL BASIN

Alluvial fans that are in the process of development always show complex geomorphic features due to natural modification. Accordingly, analyzing these fans whether to be influenced by tectonic deformation is one of the technique difficulties in active tectonic studies. Complex alluvial fans are the focus of the study of active tectonics such as fracture mapping and activity behavior analysis, for they have often retained important structural information. Traditional measurement methods, such as satellite remote sensing, RTK GPS and Lidar, are difficult to meet the demand for the study of micro tectonic deformation because of the reason of accuracy or cost performance. The recent UAV photogrammetry technology, due to its many advantages such as low cost, high resolution, and efficiency of exporting DEM and DOM data, has been widely used in three-dimensional modeling, ground mapping and other fields. In the quantitative study of active tectonics, this technology fills up the deficiency in the research of the micro structure of the traditional measurement. Through detailed field investigations and paleoseismic trenching, we further used this technology to obtain the topographic data of a complex alluvial fan located at the southern marginal fault of Barkol Basin, Xinjiang. Pointing at the alluvial fans that are in the process of development, and on the basis of topographic analysis and image processing for DEM, we take the research method of secondary partitions of the geomorphic surface and cut the alluvial fans longitudinally according to the difference of its age. Through the establishment of profile cluster within each partition, separate analysis and data contrast with the adjacent partitions, we acquired the tectonic activity information during the development of alluvial fan. The tectonic vertical deformation of this alluvial fan is about 2.5m.     

2016年12月8日新疆呼图壁MS6.2地震发震构造初步研究

2016年12月8日呼图壁县发生M_S6.2地震,由于初始定位误差较大,余震序列分布离散,对呼图壁地震的发震断层尚不清楚。本研究采用CAP方法反演主震及余震中M_S ≥ 3.5地震的震源机制解,并采用双差定位方法对余震进行重定位,得到了637个地震的震源参数。结果显示,呼图壁地震主震的最佳双力偶节面解为：节面Ⅰ走向82°,倾角18°,滑动角61°;节面Ⅱ走向292°,倾角74°,滑动角98°。其中节面Ⅱ为本次地震的破裂面。重定位后,主震的震源位置被重定为（86.36°E,43.79°N）,震源深度14 km,根据余震的分布特点、震源机制解特征和区域构造特征,呼图壁地震的发震断层并不是南倾的准噶尔南缘断裂,而是在其北边的霍尔果斯-玛纳斯-吐谷鲁断裂带上的一个反冲断层。在北天山区域内,由于构造反转的作用,存在诸多倾角在45°~55°之间的北倾的断层。根据GPS的资料显示,天山北部地区的应力在新生代晚期已开始积累,这增加了天山北部前缘的发震概率。     

龙门山断裂带晚第四纪的大地震活动——来自古地震研究的资料

2018年5·12汶川地震后,龙门山断裂带的大地震活动特征一直是倍受关注的科学问题.而探槽古地震研究是最直接揭示活断层带晚第四纪大地震活动规律的重要途径.本文通过系统总结龙门山断裂带近十年来探槽古地震研究成果,全面分析了龙门山断裂带不同段落的晚第四纪大地震活动与复发特征.结果显示：龙门山断裂带的大地震活动具有明显的分段性,北川—映秀断裂和江油—灌县断裂中段（包括小鱼洞断裂）是全新世以来,最为活跃的段落,约距今6000年以来,发生过3次位移量近似相等的事件,分别发生在5920—5730 cal BP和3300—2300 cal BP,大地震活动具有3000年左右的准周期复发特征;北川—映秀断裂的北段具有独立破裂的能力,该段汶川地震前一次事件发生在大约665—1030 AD,可能是历史上记载的942 AD地震事件,另一次事件发生在8240—7785 BC;江油—灌县断裂的南段（大川—双石断裂）发震能力明显弱于断裂带中段和北段.现有古地震数据表明,沿北川—映秀断裂,除汶川地震以外,并未显示出不同段落间在全新世期间存在级联破裂的证据,这可能意味着2008年汶川M8地震是龙门山断裂带上罕见的巨大地震事件.另外,青川断裂上探槽揭露的古地震变形事件不像是断裂直接位错的结果,更可能是被动响应北川—映秀断裂右旋位错的现象.     

RUPTURE CHARACTERISTICS OF LATE QUATERNARY STRONG EARTHQUAKES ON THE WESTERN BRANCH OF THE XIAOJIANG FAULT ZONE

The Xiaojiang fault zone is located in the southeastern margin of the Tibetan plateau, the boundary faults of Sichuan-Yunnan block and South China block. The largest historical earthquake in Yunnan Province, with magnitude 8 occurred on the western branch of the Xiaojiang Fault in Songming County, 1833. Research on the Late Quaternary surface deformation and strong earthquake rupture behavior on the Xiaojiang Fault is crucial to understand the future seismic risk of the fault zone and the Sichuan-Yunnan region, even crucial for the study of tectonic evolution of the southeastern margin of Tibetan plateau. We have some new understanding through several large trenches excavated on the western branch of the Xiaojiang fault zone. We excavated a large trench at Caohaizi and identified six paleoseismic events, named U through Z from the oldest to the youngest. Ages of these six events are constrained at 40000-36300BC, 35400-24800BC, 9500BC-500AD, 390-720AD, 1120-1620AD and 1750AD-present. The Ganhaizi trench revealed three paleoearthquakes, named GHZ-E1 to GHZ-E3 from the oldest to the youngest. Ages of the three events are constrained at 3300BC-400AD, 770-1120AD, 1460AD-present. The Dafendi trench revealed three paleoearthquakes, named E1 to E3 from the oldest to the youngest, and their ages are constrained at 22300-19600BC, 18820-18400BC, and 18250-present. Caohaizi and Ganhaizi trenches are excavated on the western branch of the Xiaojiang Fault, the distance between them is 400m. We constrained four late Holocene paleoearthquakes with progressive constraining method, which are respectively at 500-720AD, 770-1120AD, AD 1460-1620 and 1833AD, with an average recurrence interval of 370~440a. Large earthquake recurrence in the late Holocene is less than the recurrence interval of~900a as proposed in the previous studies. Thus, the seismic hazard on the Xiaojiang Fault should be reevaluated. We excavated a large trench at Dafendi, about 30km away south of Caohaizi trench. Combining with previous paleoseismological research, it is found that the western branch of Xiaojiang Fault was likely to be dominated by segmented rupturing in the period from late of Late Pleistocene to early and middle Holocene, while it was characterized by large earthquakes clustering and whole segment rupturing since late Holocene.     

Distribution of Landslides in Baoshan City, Yunnan Province, China

Using Google Earth software as a platform, this study has established an integrated database of both old and new landslides in Baoshan City, Yunnan Province, China, and analyzed their development characteristics together with distribution rules, respectively. Based on the results, a total of 2 427 landslides occurred in the study area, including 2 144 new landslides and 283 old landslides, with a total area of about 104.8 km². The new landslides are mostly in small-scales with an area less than 10 000 m², while the area of individual old landslide is mostly larger than 10 000 m². By analyzing the relationship between the two types of landslides and eight impact factors (i.e., elevation, slope angle, slope aspect, slope position, lithology, fault, regional Peak Ground Acceleration (PGA), and average annual rainfall), the different individual influencing factors, distribution regularities and mechanisms of the two types of landslides are revealed. In detail, the main influencing factors of new landslides are elevation, slope angle, slope aspect, slope position, lithology, regional PGA and average annual rainfall, while the influencing factors of old landslides are mainly elevation, slope angle, and lithology. This study provides basic data and support for landslide assessment and further disaster reduction in Baoshan City. Besides, it also provides new constraints in deeply understanding the effect of different topographic and geological conditions, historical earthquakes, rainfall and other factors on the occurrence mechanisms of both new landslides and old landslides.