Impact of polymer mixtures on the stabilization and erosion control of silty sand slope     

YANG Qing-wen  PEI Xiang-jun  HUANG Run-qiu 《山地科学学报》2019,(2)

Silty sand can be prone to erosion because it is short of stability cementation materials. In recent years, various emerging soil stabilizers, especially natural organic substance and polymer, have been used to improve soil strength, water stability and ability of erosion resistance. In this study, a new type of soil stabilization additive modified carboxymethyl cellulose(M-CMC), consisting of carboxymethyl cellulose(CMC) and polyacrylamide(PAM), was developed for stabilization treatment of silty sand. A series of laboratory tests were conducted to evaluate the performance of M-CMC application on shear strength, permeability, water susceptibility and microstructure of the silty sand soil treated with additive concentration range of 0%-1.3%. Moreover, rainfall simulation experiments were conducted to evaluate the effect of M-CMC on the erosion control of silty sand which compacted soil in a large-sized runoff(1 m~2) plots. Test plot which treated with 1.1% concentration of soil stabilizer and control plot which treated with same amount of water were cured outdoor for 50 days before rainfall simulation test. Rainfall intensity was applied at 120 mm·h-1 for 60 min. Finally, a field test is performed in order to assess the practical application effect of silty sand with 1.1% M-CMC. In general, the results showed that an increase of the concentration of M-CMC resulted in an improvement in water susceptibility and shear strength but a decrease in the infiltration rate. Internal friction angle of the treated soil remarkably increased under a low M-CMC concentration(less than 0.7%), while cohesion of them sharply increased under a relatively high M-CMC concentration(larger than 0.7%). Water susceptibility of the treated samples was improved remarkably under a relatively high M-CMC concentration(larger than 0.7%). Permeability coefficient of them decreased significantly when the M-CMC concentration was increased from 0 to 0.5% and, then, from 0.9% to 1.3%. Based on the images obtained from a scanning electron microscopy(SEM), the "coating" and "netting" effects were attributable to the observed improvement of the treated soil. When a plot was protected by a thin layer of soil treated with 1.1% MCMC, its erosion resistance was greatly improved, infiltration rate of water and soil loss yield of plot decreased greatly and even though under a rainfall intensity of 120 mm·h-1. The field test with long-term monitoring(three years) confirmed the M-CMC can effectively control erosion of silty sand slopes for a prolonged period of time.  相似文献   

ASTER GDEM V2的南极冰川高程误差校正及精度分析     

陈昊楠  许诗枫  黄艳  王淑杰  舒松  余柏蒗  吴健平 《遥感学报》2020,24(8):1010-1022

ASTER GDEM V2是研究南极冰盖表面的一种重要DEM数据源。由于南极冰雪区反射率高且缺乏地形特征，导致ASTER GDEM V2存在大量的坑、隆起等噪声，难以直接用于南极地形分析。本文以ICESat/GLAS激光点高程数据作为参考，采用修正等高线法对南极伯德（Byrd）冰川ASTER GDEM V2进行了误差校正，并将其与ICESat-1 DEM的垂直精度进行了对比分析。结果表明：ASTER GDEM V2的RMSE由校正前的26.56 m下降到校正后的18.77 m，远低于ICESat-1 DEM的RMSE（121.24 m）；校正后的ASTER GDEM V2高程精度受坡度影响较小，不存在明显的系统误差，而ICESat-1 DEM的高程精度受坡度的影响较大。本研究进一步通过地形剖面分析得到：校正前的ASTER GDEM V2噪声主要分布于高程较低、地形平坦的区域，通过修正等高线的方法可以有效去除这些噪声，去除噪声后的ASTER GDEM V2可作为研究伯德冰川理想的DEM数据源。  相似文献   

移动GIS在传染病防控方面的应用——以COVID-19为例     

胡盼  何艺  刘韬  黄铁军  何超 《测绘通报》2020,(7):50-52

新型冠状病毒肺炎（COVID-19）疫情的出现和暴发流行，给社会、经济及人群健康提出巨大的挑战，已经成为重大公共卫生事件和社会问题。作为一种新发传染病，提早发现、迅速采用有效应对举措，是防止病毒蔓延扩散的重要环节。地理信息系统（GIS）在传染病的控制、预防、预警中有举足轻重的地位，移动GIS（Mobile GIS）作为GIS技术的发展，进一步提高了我国卫生部门应对突发传染病的能力。本文以COVID-19防控为例，重点介绍了移动GIS技术在传染病防控中的应用。  相似文献   

非线性最小二乘超宽带TOA法在室内定位测量中的研究与实现     

黄瑞贞 《测绘与空间地理信息》2020,(4):214-217,224

在现今信息化社会中,人们对于建筑物等室内定位服务的需求日益强烈,超宽带(Ultra Wideband,UWB)定位技术由于其抗多径干扰能力强、系统容量大、传输速率高等特点使之在短距离无线通信以及室内定位等方面受到了广泛的关注。本文利用非线性最小二乘最优估计对超宽带TOA算法进行分析,并通过两组对比实验分别探讨了锚节点的布设形式和目标节点不同位置对定位精度的定量影响。实验表明:最小二乘法能够克服移动中突然的跳点和剧烈的抖动对定位精度的影响,在宽度ω与高度ξ一样的情况下,有一最优间距δ*使得TN定位精度最高;在间距δ与高度ξ一定的情况下,在较为狭窄的室内环境下,ω值越大定位精度越高。  相似文献   

台湾海峡西部海域沉积体系、地层架构与油气勘探前景          下载免费PDF全文

杜文波  黄文凯  朱红涛  张璐  Jakub Miluch 《中国地质》2020,47(5):1542-1553

基于台湾海峡西部新采集的高分辨率二维地震资料及钻井数据，结合区域地质资料和前人研究成果，建立台湾海峡西部高精度等时地层格架，在此基础上厘定了地质年代属性和沉积相特征分析。研究表明第四纪地层识别出6个三级层序界面，对应地划分为5个三级层序。研究区地震相主要有席状平行—亚平行地震相、前积地震相、下切谷充填地震相、充填状低连续地震相和充填状杂乱地震相等，不同的地震相及其组合代表特定的沉积体系。通过以上分析可知研究区新生代主要发育于海陆过渡地带，主要发育冲积/洪积平原相和滨岸平原相，在此基础上分析沉积演化特征，为台湾海峡西部海域进行精细勘探提供地质依据，这对将来的油气勘探具有重要的指导意义。  相似文献   

水岩作用下泥质板岩软化非线性机制研究     

黄智刚  左清军  吴立  陈福榜  胡圣松  朱盛 《岩土力学》2020,41(9):2931-2942

水岩作用下泥质板岩表现出明显的软化特征。通过单轴压缩试验分析了泥质板岩软化过程中单轴压缩强度、弹性模量和泊松比与吸水时间之间的关系；借助核磁共振试验研究了水岩作用下泥质板岩软化过程中孔隙的产生、扩展和贯通规律，分析了泥质板岩软化过程中孔隙度与吸水时间之间的关系；采用电镜扫描试验分析了水岩作用下泥质板岩软化过程中微观结构的演变规律，基于分形理论研究了不同浸泡时间下泥质板岩分形维数的变化规律；运用非线性动力学理论，选取微观结构孔隙形状分维值、孔隙度、单轴抗压强度、弹性模量作为描述泥质板岩与水溶液相互作用系统的变量，建立了水岩作用下泥质板岩的软化模型，结合试验数据验证了模型的适用性。结果表明：泥质板岩单轴抗压强度、弹性模量随吸水时间增大而减小，呈负线性相关，而泊松比与吸水时间之间的关系不明显；在浸泡初期，水岩作用强烈，泥质板岩内部微孔隙会发生扩展贯通进而形成更大尺寸的孔隙，孔隙度在浸泡初期增长较快；随着浸泡时间的延长，水岩作用减弱，孔隙度增长速率趋缓；随着吸水时间的推移，泥质板岩内部孔隙相互连通，进而形成复杂网状结构的大孔，泥质板岩分形维数呈对数增长，最终趋于稳定；采用非线性模型计算的结果与试验数据较接近，说明泥质板岩的软化过程具有明显的非线性动力学特征，利用非线性动力学模型可以较好地表征水岩作用下泥质板岩的软化规律。研究成果可为软岩?水相互作用理论研究提供参考。  相似文献   

基于岩体塑性位错理论的龙门山区域构造系统演化过程     

师皓宇  黄辅琼  马念杰  王永建  马骥  邹光华  彭瑞 《地质学报》2020,94(12):3581-3589

青藏高原对四川盆地的挤压作用导致了龙门山断裂带的形成及其山脉的隆起。本文以龙门山附近区域板块运动以及深部岩体力学特性为背景，采用FLAC3D软件模拟再现了时间跨度为700万年的龙门山区域构造系统演化过程。研究结果表明：在板块运动作用下，F1、F2和F3断层依次形成，贯通的断层对地表的抬升具有较强的控制作用，当断层贯通于地表后，龙门山及其以西的川西高原持续隆起，平均抬升速率约为138mm/yr，而龙门山断裂带以东的川西坳陷只有较小的抬升量，从而导致川西高原抬升8996 m, 致使该区域产生6000m左右的落差，模拟的地形特征与目前的龙门山地形地貌基本相似。依据模拟结果与实测资料，绘制了龙门山断裂带形成及其附近区域地形地貌的演化过程图，呈现了板块挤压、断层塑性位错、地表侵蚀和沉积作用等因素共同作用对地形地貌的塑造过程。  相似文献   

西南某岩溶区地下水系统示踪试验与解析     

张浪  李俊  潘晓东  黄晓荣  彭聪 《中国岩溶》2020,39(1):42-47

以西南某典型岩溶区为例,解析示踪试验在岩溶管道连通性以及获取水文地质参数中的应用。选择落水洞为投放点,分别从落水洞西侧和东侧寻找地下水出露点作为接收点,判别落水洞地下径流的实际去向以及落水洞与接收点之间的水力联系。结合Qtracer2软件对示踪试验成果进行定量解析,确定示踪剂回收率、地下水平均流速、最快流速,估算出岩溶管道结构特征和水文地质参数。结果表明:落水洞与接收点JS01、JS03之间不存在直接水力联系;落水洞与接收点JS02存在水力联系且岩溶管道极为发育,含水介质不均匀,地下水运移路径较为通畅,为典型的紊流流态;落水洞地下径流的主要方向是由西向东,但在丰水期雨量较大期间,接收点JS04能够接收到荧光素钠,说明丰水期水位上涨后两者间会有水力联系,导致部分水量向落水洞西侧排泄。  相似文献   

白垩纪中期缅甸琥珀中的水虻下目化石     

刘宇明  黄迪颖 《地质论评》2020,66(S1):3-5

  相似文献   

Advances and Practices on the Research, Prevention and Control of Land Subsidence in Coastal Cities     

YAN Xuexin  YANG Tianliang  XU Yan  Luigi TOSI  Esther STOUTHAMER  Heri ANDREAS  Philip MINDERHOUD  Anirut LADAWADEE  Ramon HANSSEN  Gilles ERKENS  Pietro TEATINI  LIN Jinxin  Roberta BONì  Jarinya CHIMPALEE  HUANG Xinlei  Cristina Da LIO  Claudia MEISINA  Francesco ZUCCA 《《地质学报》英文版》2020,94(1):162-175

Land subsidence severely threatens most of the coastal plains around the world where high productive industrial and agricultural activities and urban centers are concentrated. Coastal subsidence damages infrastructures and exacerbates the effect of the sea-level rise at regional scale. Although it is a well-known process, there is still much more to be improved on the monitoring, mapping and modeling of ground movements, as well as the understanding of controlling mechanisms. The International Geoscience Programme recently approved an international project (IGCP 663) aiming to bring together worldwide researchers to share expertise on subsidence processes typically occurring in coastal areas and cities, including basic research, monitoring and observation, modelling and management. In this paper, we provide the research communities and potential stakeholders with the basic information to join the participating teams in developing this project. Specifically, major advances on coastal subsidence studies and information on well-known and new case studies of land subsidence in China, Italy, The Netherlands, Indonesia, Vietnam and Thailand are highlighted and summarized. Meanwhile, the networking, dissemination, annual meeting and field trip are briefly introduced.  相似文献