土-膨润土隔离墙应力状态与固结行为的现场试验研究     

童星  李育超  柯瀚  文一多  潘倩 《岩土力学》2018,39(6):2131-2138

土-膨润土竖向隔离墙被广泛应用于污染场地治理,其服役性能受应力状态和固结变形影响较大。通过建造两段不同尺寸的土-膨润土隔离墙试验段,并利用土压力盒、孔压计、测斜管等分别对墙体现场应力状态和变形进行了为期15个月的监测,获得了土-膨润土隔离墙固结行为的基本特征。监测结果表明：墙体主固结阶段需要数月;墙体固结变形以侧向变形为主;大部分深度内总应力在前1个月显著减小,并在随后基本保持稳定,有效应力随超孔压消散而不断增加;水平应变与最大水平有效应力均与墙深呈显著正相关;然而在主固结期间,墙体底部总应力和孔压均一直减小直至等于静水压力,有效应力始终很小。根据实测墙体变形及应力分布的特点,指出在相邻土体中可能形成滑动楔形体,对填料产生整体挤压,从而对隔离墙的现场固结行为特征作出了合理解释。最后,针对土-膨润土隔离墙的设计施工提出了相关建议。  相似文献   

土工格室补强路基整治路基病害的试验研究     

王炳龙  梅祯  肖军华 《岩土力学》2018,39(Z1):325-332

土工格室广泛运用于道路或铁路路基的补强和病害整治,针对不同几何尺寸土工格室的整治效果不同,采用焊距为340、400、680 mm和高度为0.10、0.15、0.20 m组合的9种不同规格土工格室进行整治铁路基床下沉病害的现场试验,并与换砂法试验进行了对比,分析不同整治法的轨下动应力衰减规律。结果表明,格室每增高0.01 m,动应力衰减增加约0.6%～1%;焊距每增加100 mm,动应力衰减降低约5%;相比较于换砂法,土工格室法轨下动应力衰减快、分布均,路基强度高,表明换填厚度的大小与整治方法密切相关。在试验的基础上提出了换填厚度设计容许应力法,综合考虑了路基应力水平、格室与砂垫层动应力衰减性能以及路基基床土的容许承载力,为换填厚度设计提供了理论设计方法。  相似文献   

利用应力场预测热液区域——以TAG区为例   总被引：1，自引：0，他引：1  

陈钦柱  陶春辉  廖时理  李怀明  邓显明 《海洋学报》2017,39(1):46-51

本文根据TAG区的钻探资料及岩心测试结果,建立了双层地质模型,在此基础上利用ANSYS应力软件并结合TAG热液区的地形数据对该区进行应力模拟。结果表明:热液喷口区域与最大水平应力低值区有较好的对应关系。其中仍处于活动状态的TAG丘状体区呈现明显的局部最大水平应力低值;而已经停止活动并且不具有典型喷口地形的MIR丘状体区域则处于最大水平应力的非封闭低值区域。据此,本文在TAG丘状体区域圈定了5个喷口可能区域,钻探结果揭示区内存在较好的矿化和蚀变现象,表明应力场预测法可能是一种有效的成矿预测方法。  相似文献   

In-situ stress state in the Linxing region,eastern Ordos Basin,China: Implications for unconventional gas exploration and production     

《Marine and Petroleum Geology》2017

The Carboniferous and Permian sedimentary rocks (mainly the Shanxi and Taiyuan formations) in the Linxing region, eastern Ordos Basin, China, host a significant volume of unconventional gas resources (coalbed methane, shale gas and tight sandstone gas). Currently, the in-situ stress state is poorly understood but knowledge of this is extremely important for a range of applications, such as gas exploration and production, fracture stimulation and wellbore stability. The maximum horizontal stress (S_Hmax), minimum horizontal stress (S_hmin) and vertical stress (S_v) magnitudes, and the S_Hmax orientation in the Linxing region were systematically analyzed for the first time in the present study, which can provide a reference for subsequent numerical simulation and hydraulic fracturing design. Based on borehole breakouts and drilling-induced tensile fractures interpreted from borehole imaging logs, the S_Hmax orientation rotates from ∼NEE-SWW-trending in the southern part to ∼ NWW-SEE-trending in the northern part of the Linxing region. Both conventional logs and extended leak-off tests were used for stress magnitude determination. The results revealed three types of in-situ stress fields (S_v > S_Hmax > S_hmin, S_Hmax > S_v > S_hmin and S_Hmax > S_v ≈ S_hmin), and a dominant strike-slip stress regime (S_Hmax > S_v ≥ S_hmin) was found for the entire well section in the target Shanxi Formation and Taiyuan Formation in the Linxing region. In addition, differential stress increased with depth in the Linxing region, which indicates that wellbore instability might be a potentially significant problem when drilling wells that are vertical or ∼ N-S-trending.  相似文献   

南极适冷菌菌株G在温度胁迫下的转录组分析     

王桢  李阳  林学政 《海洋学报(英文版)》2017,36(2):78-87

  相似文献   

Simulation of paleotectonic stress fields and quantitative prediction of multi-period fractures in shale reservoirs: A case study of the Niutitang Formation in the Lower Cambrian in the Cen'gong block,South China     

《Marine and Petroleum Geology》2017

Reservoirs where tectonic fractures significantly impact fluid flow are widespread. Industrial-level shale gas production has been established from the Lower Cambrian Niutitang Formation in the Cen'gong block, South China; the practice of exploration and development of shale gas in the Cen'gong block shows that the abundance of gas in different layers and wells is closely related to the degree of development of fractures. In this study, the data obtained from outcrop, cores, and logs were used to determine the developmental characteristics of such tectonic fractures. By doing an analysis of structural evolution, acoustic emission, burial history, logging evaluation, seismic inversion, and rock mechanics tests, 3-D heterogeneous geomechanical models were established by using a finite element method (FEM) stress analysis approach to simulate paleotectonic stress fields during the Late Hercynian—Early Indo-Chinese and Middle-Late Yanshanian periods. The effects of faulting, folding, and variations of mechanical parameters on the development of fractures could then be identified. A fracture density calculation model was established to determine the quantitative development of fractures in different stages and layers. Favorable areas for shale gas exploration were determined by examining the relationship between fracture density and gas content of three wells. The simulation results indicate the magnitude of minimum principal stress during the Late Hercynian — Early Indo-Chinese period within the Cen'gong block is −100 ∼ −110 MPa with a direction of SE-NW (140°–320°), and the magnitude of the maximum principal stress during the Middle-Late Yanshanian period within the Cen'gong block is 150–170 MPa with a direction of NNW-SSE (345°–165°). During the Late Hercynian — Early Indo-Chinese period, the mechanical parameters and faults play an important role in the development of fractures, and fractures at the downthrown side of the fault are more developed than those at the uplifted side; folding plays an important role in the development of fractures in the Middle-Late Yanshanian period, and faulting is a secondary control. This 3-D heterogeneous geomechanical modelling method and fracture density calculation modelling are not only significant for prediction of shale fractures in complex structural areas, but also have a practical significance for the prediction of other reservoir fractures.  相似文献   

热锻炼对龙须菜高温胁迫响应的影响     

付峰  隋正红  李秉钧  郭振义  鞠晓丹 《海洋科学》2017,41(4):10-16

夏季高温是限制龙须菜(Gracilariopsis lemaneiformis)生长和发育的一个主要问题。本研究以野生龙须菜作为材料,经过28℃的热锻炼预处理72 h,再分别置于32、36、40℃高温胁迫24 h,并测定了高温胁迫条件下龙须菜的丙二醛(MDA)、过氧化氢(H2O2)和可溶性蛋白质的含量,以及超氧化物歧化酶(SOD)活性和抗坏血酸(AsA)水平等生理指标,研究了龙须菜对高温胁迫的响应。结果表明:热锻炼能维持藻体较低的MDA含量,降低H2O2的产生速率,缓解藻体的膜脂过氧化伤害;同时热锻炼缓解了可溶性蛋白质的降解,增加了SOD酶的比活力,缓解了AsA的下降速率,说明热锻炼能缓解高温胁迫对藻体的伤害,有效地提高了龙须菜对高温胁迫响应的能力。  相似文献   

FSRU码头系泊模型实验与数值模拟研究   总被引：1，自引：0，他引：1  

周宏康  李欣  杨建民  罗勇 《海洋工程》2017,35(1):12-20

FSRU在恶劣环境条件下的作业和安全停靠性能与系泊缆张力、靠垫挤压应力、船体6自由度运动等参数有关。针对FSRU码头处海洋环境条件,进行FSRU不同装载状况的模型实验,获得FSRU的6自由度运动及其系泊载荷的动力特性。基于三维辐射和绕射理论,使用Sesam软件进行频域计算,以此为基础在相应海洋环境条件下进行时域耦合分析,获得FSRU 6自由度运动、系泊载荷、靠垫应力等参数的响应时历。结果表明:30%装载、横浪条件下FSRU的运动响应最大,系泊缆张力未达到破断值,靠垫压力超过其压缩60%时的载荷;模型实验对FSRU运动响应和系泊缆张力的预测结果可信,靠垫受力情况需要数值仿真进行辅助研究。  相似文献   

Principal stress rotation and cyclic shear strength for an elliptical rotation stress path     

Zhongtao Wang  Andrew Chan  Dan Jin 《Marine Georesources & Geotechnology》2017,35(8):1077-1085

Based on the analytical solutions for wave-induced soil response in an unsaturated anisotropic seabed of finite thickness, an elliptical, i.e., noncircular rotation stress path is proven to be a more common state in a soil element with the cyclic shear stresses due to the traveling linear wave. The influence of an elliptical stress path on the characterization of failure strength is analyzed using three new parameters representing the shape, size, and the orientation of the ellipse. A series of cyclic rotational shear tests on the reconstituted specimens of Chinese Fujian Standard Sand have been performed to investigate the effect of elliptical stress path. A strength function in term of failure cycles is derived to quantify the failure strength of a given sand within a seabed subjected to regular wave loading. The results provide a basis for the evaluation of liquefaction potential of seabed but also point to a unique backbone cycle shear strength curve for soil under principal stress rotation.  相似文献   

Rheological behavior of dredged slurries at high water contents     

Gui-Zhong Xu  Ying Zhang  Ruo-Bing Sun 《Marine Georesources & Geotechnology》2017,35(3):357-364

Each year in the world, there is significant amount of dredged slurries generated during geotechnical jobs. In the slurry storage process, the rheological behavior is a key factor affecting the motion of dredged slurries. To gain better understanding on this behavior, experiments on dredged slurries with different liquid limits are conducted using rotary viscometer. It has been found that, as water content increases, slurry property can change from Bingham plastic fluids to Newtonian fluids. In log–log coordinates, their corresponding yield stress and plastic viscosity are in linear relationship with their water contents and the intersection of these two lines can be treated as the turning point which is 4.7 times the liquid limit. The yield stress and plastic viscosity of different dredged slurries can be normalized efficiently using normalized water content. So, in this paper, a new quantitative prediction method for yield stress and plastic viscosity is proposed, which is effective for use in alkined modes of motion, is proposed.  相似文献