黄河下游标准化堤防纵向裂缝成因与防治     

沈细中  张慧  杨文丽 《岩土力学》2008,29(4):973-978

因放淤固堤导致河南、山东堤防多处出现纵向裂缝,严重影响了黄河下游标准化堤防工程建设的质量与进度。通过开展现场调研与室内试验,基于饱和-非饱和渗流-应力耦合及湿化变形理论,探讨黄河大堤纵向裂缝的形成原因,据此制定相应的预防与治理对策。研究表明,淤背施工过快是导致大堤开裂的根本原因,堤身湿化变形、淤区排水不畅、堤顶堆载、堤顶重载车辆作用等加剧了堤身裂缝的形成与扩展;控制淤背施工速率、加速淤区排水、避免堤顶堆载等是预防裂缝的有效措施;锥探灌浆、开挖回填等方法可用于治理裂缝。  相似文献   

黑河下游地下水波动带地下水位动态变化研究   总被引：4，自引：1，他引：3  

赵传燕  李守波  冯兆东  沈卫华 《中国沙漠》2009,29(2):365-369

 黑河下游是生态环境特别脆弱的地区,地下水位具有重要的生态意义。研究该区域地下水位的波动变化,对于生态环境的恢复与管理具有重要的指导意义。以河流20 km缓冲区为研究区,基于观测数据对2006年地下水位与分水前（2000年）的地下水位进行对比,分析得出:随着生态输水工程的启动,地下水位在总体上得到明显升高,研究区北部横剖面线上地下水平均升高0.995 m,南部横剖面线上平均升高0.497 m。西河纵剖面上输水后地下水位在下游提升最为明显,平均水位上升2.41 m,中游提升不大,大约为0.22 m;东河纵剖面上下游水位提升比较明显,水位上升1.06 m,但中游地下水在分水后仍有显著下降,平均下降0.96 m,上游地下水位上升0.90 m。研究区不同区域地下水时间（1990—2010年）变化趋势不同。有持续上升型,有持续下降型,有下降转为上升型,2002年成为转折点;额济纳旗农业灌溉对局部地区地下水影响较大,农业用水与生态需水的矛盾逐渐显露出来。  相似文献   

洞庭湖区减压井井管及滤层结构试验研究     

罗玉龙  罗谷怀 《岩土力学》2009,30(Z2):110-113

为研究适用于洞庭湖区二元结构堤基的减压井结构型式,采用室内试验对比分析了土工织物包扎塑料花管式、钢管式、砂滤体式及无砂混凝土式井管的排水减压效果,并结合洞庭湖区何家堤减压井试验工程研究了合理的滤层结构。试验表明,塑料盲沟和毛细板减压井是适合洞庭湖区二元堤基的两种减压井结构型式。  相似文献   

沙漠区调水工程施工道路的设计与施工     

杨贤远  李宗礼  冯起  康国玺 《中国沙漠》2005,25(6):938-943

石羊河下游地区近年来由于河水注入量的持续减少,使得依赖河水补给的地下水相应减少,造成区域性地下水位的下降,从而出现了一系列的生态环境问题。石羊河流域下游的民勤绿洲面临严重的生态危机,如何抢救和保护民勤绿洲,引起了社会各界的广泛关注。为了恢复和重建受损的生态系统,实施了下游调水工程——甘肃省景泰川电力提灌二期向民勤调水工程,该工程是国内第一个长距离穿越沙漠的跨流域调水工程,线路经过腾格里沙漠流动沙丘区,无水无路,施工条件非常艰苦;经过试验研究,提出了以当地材料为主的沙漠区施工道路的设计与施工方案。工程施工和运行实践表明,该方案施工简便,费省效宏。  相似文献   

软土地基上的堤闸建设问题     

杨光华 《岩土力学》2006,27(Z2):463-468

珠江三角洲的软土分布广泛,水利建设中正在遇到大量在软土地基上的堤围加固,穿堤涵闸的建设问题,其中最主要的技术难题是软基处理的问题。本文主要是针对目前建设中遇到的软土地基承载力的合理确定问题及涵闸地基处理、软土地基的变形问题、填土速率的控制问题、旧堤加固及软土参数取值问题、侧向土压力问题、复合地基的应用问题、软土施工顺序的影响等技术问题进行探讨,因为这些问题影响到工程的质量和安全,是目前工程建设中急需解决的问题。  相似文献   

锦屏一级水电站右岸施工期安全监测及围岩稳定性分析     

黄志鹏  董燕军 《岩土力学》2006,27(Z1):1175-1178

介绍了锦屏一级水电站右岸导流洞的工程地质概况及施工期安全监测成果,对围岩及边坡的变形、应力规律及特征进行了深入的分析,分析结果表明,隧道围岩及边坡处于稳定状态。  相似文献   

Sensitivity test of the geodetic network in Las Cañadas Caldera, Tenerife, for volcano monitoring     

T. -T. Yu  J. Fernndez  C. -L. Tseng  M. J. Sevilla  V. Araa 《Journal of Volcanology and Geothermal Research》2000,103(1-4)

A 17-benchmark geodetic network in the volcanic area of the Teide Caldera, Canary Islands has been utilised several times since 1982 to detect crustal movements associated with volcanic activity within the network, as well as a procedure for solving configuration problems. The network is located on the mid-western side of the Caldera, where there are two different morphological zones that both have benchmarks. The authors performed a sensitivity test of this geodetic network for volcano monitoring purposes. To do so, we use a deformation model to calculate surface displacement caused by a dike intrusion in a homogenous half space. The depth and location of dike are changed to study the variation of the effects produced (displacements). The size and location of the intruded dike are found to play a major role in determining both the displacement pattern and magnitude. When the dike is close to the surface, there is an inversion of the surface displacement pattern and very large surface displacement at certain benchmarks. Such phenomena can serve as precursors of such dike eruptions. Our study show a clear need to extend the existing geodetic network to cover the full island for volcano monitoring purposes.  相似文献   

南水北调西线一期工程坝址处径流量计算与分析     

门宝辉  刘昌明  夏军  刘苏峡 《地学前缘》2006,13(3):155-161

南水北调西线一期工程调水区所涉及的6条河流(泥曲、达曲、色曲、杜柯河、玛柯河、阿柯河)坝址处均无实测的径流资料,开展该地区的水文研究属于无资料水文预报问题(PUBs)。利用年径流量的变差系数Cv值、年际变化绝对比率P和不均匀系数α对坝址下游的朱倭、朱巴、足木足、绰斯甲4站的实测年径流的年际变化进行分析,计算结果为各坝址径流年际变差系数Cv为0.15~0.26,表明调水区的多年径流量变化不大;年际变化绝对比率P为1.88~3.00,其中朱倭站的径流年际变化最大,最大径流量是最小径流量的3倍,绰斯甲站的最大径流量是最小径流量的1.88倍,4站的径流变化都不剧烈;径流不均匀系数α为0.58~0.75,表明该流域径流量的年际变化较为均匀;利用水文比拟法对坝址处的径流进行了计算,并根据R/S分析法对坝址处径流序列的未来趋势进行了初步分析,各坝址处的年径流序列的赫斯特系数均大于0.5,说明各径流序列的未来趋势具有持续性,即未来趋势与历史呈正相关,6个调水坝址中只有扎洛和克柯处的径流未来是减少的,其余坝址处径流都是增加的,这样西线一期工程调水区的河流有利于水资源的可持续开发利用。  相似文献   

Three-dimensional hydromechanical modeling of internal erosion in dike-on-foundation     

Jie Yang  Zhen-Yu Yin  Farid Laouafa  Pierre-Yves Hicher 《国际地质力学数值与分析法杂志》2020,44(8):1200-1218

Currently, numerical studies at the real scale of an entire engineering structure considering internal erosion are still rare. This paper presents a three-dimensional (3D) numerical simulation of the effects of internal erosion within a linear dike located on a foundation. A two-dimensional (2D) finite element code has been extended to 3D in order to analyze the impact of internal erosion under more realistic hydromechanical conditions. The saturated soil has been considered as a mixture of four interacting constituents: soil skeleton, erodible fines, fluidized fine particles, and fluid. The detachment and transport of the fine particles have been modeled with a mass exchange model between the solid and the fluid phases. An elastoplastic constitutive model for sand-silt mixtures has been developed to monitor the effect of the evolution of both the porosity and the fines content induced by internal erosion upon the behavior of the soil skeleton. An unsaturated flow condition has been implemented into this coupled hydromechanical model to describe more accurately the seepage within the dike and the foundation. A stabilized finite element method was used to eliminate spurious numerical oscillations in solving the convection-dominated transport of fluidized particles. This numerical tool was then applied to a specific dike-on-foundation case subjected to internal erosion induced by a leakage located at the bottom of the foundation. Different failure modes were observed and analyzed for different boundary conditions, including the significant influence of the leakage cavity size and the elevation of the water level at the upstream and downstream sides of the dike.  相似文献   

Geochemical and petrological aspects of dike intrusions in the Lycian ophiolites (SW Turkey): a case study for the dike emplacement along the Tauride Belt Ophiolites   总被引：4，自引：0，他引：4  

Ö. F. Çelik  M. Chiaradia 《International Journal of Earth Sciences》2008,97(6):1151-1164

Lycian ophiolites located in the Western Taurides, are cut at all structural levels by dolerite and gabbro dikes. The dolerite dikes from this area are both pristine and metamorphosed. The non-metamorphosed dikes are observed both in the peridotites and in the metamorphic sole rocks. Accordingly, the non-metamorphosed dikes cutting the metamorphic sole were generated after cooling of the metamorphic sole rocks. The metamorphosed dolerite dikes are only observed in the peridotites. The physical conditions and timing of the metamorphism for the metamorphosed dolerite dikes are similar to those of the metamorphic sole rocks of the Lycian ophiolites suggesting that the metamorphosed dolerite dikes were metamorphosed together with the metamorphic sole rocks. Therefore, the dike injections in the western part of the Tauride Belt Ophiolites occurred before and after the generation of the metamorphic sole rocks. All metamorphosed and non-metamorphosed dikes are considered to have the same origin and all of them are subduction-related as inferred from whole-rock geochemistry and lead isotopes. Lead isotope compositions of whole rocks of both dike groups cluster in a narrow field in conventional Pb isotope diagrams (²⁰⁶Pb/²⁰⁴Pb = 18.40–18.64; ²⁰⁷Pb/²⁰⁴Pb = 15.56–15.58; ²⁰⁸Pb/²⁰⁴Pb = 38.23–38.56) indicating a derivation from an isotopically homogeneous source. On the ²⁰⁷Pb/²⁰⁴Pb versus ²⁰⁶Pb/²⁰⁴Pb diagram, isotope compositions of the dikes plot slightly below the orogen curve suggesting contributions from mantle reservoir enriched by subducted oceanic lithosphere. Such a signature is typical of island arc magmatic rocks and supports the formation of the investigated rocks in a subduction-related environment.  相似文献