黄土洞室掘进深度与围岩位移变化规律研究     

时卫民  王鹏  赵尚毅 《岩土工程技术》2020,(2):70-75

应用PLAXIS 2D/3D有限元分析软件,对某黄土洞室进行了二维、三维分步掘进、三维一次掘进等工况的弹塑性有限元分析,研究分析了不同工况下洞室围岩位移的变化规律,并对掌子面的空间效应进行了分析。分析结果表明,二维与三维分步计算的最终位移基本一致,可以用二维的计算结果来估算洞室开挖的最终位移。三维分步掘进的分析表明,不同埋深的洞室其位移比的变化规律基本一致,当L/B<1时(L为掘进深度,B为洞室跨度),位移比呈线性增加;当L/B>1时,位移比呈非线性增加;当L/B>3时,其最大位移接近最终位移。掌子面的空间效应分析表明,在掌子面处的位移约为最终位移的1/3,距掌子面0.5倍跨度处的位移约为最终位移的2/3,距掌子面2.5倍跨度处的位移基本达到了最终位移。  相似文献   

Large debris flows in Chosica,Lima, Peru: the application of hydraulic infrastructure for erosion control and disaster prevention     

S. P. Villacorta  K. G. Evans  K. Nakatani  I. Villanueva 《Australian Journal of Earth Sciences》2020,67(3):425-436

Abstract

Large debris flows in steep-sloped ravines debouching to the Rimac River, in metropolitan Lima (Peruvian capital), have resulted in considerable loss of life and property adversely impacting communities in the region. Temporal, spatial and volumetric features of debris flows are difficult to predict, and it is of utmost importance that achievable management solutions are found to reduce the impact of these catastrophic events. The emotional and economic toll of these debris flows on this increasingly densely populated capital city in South America is devastating where communities must live in such inadequate and dangerous conditions. To address this problem, the application of advanced Japanese technology, Sustainable Actions Basin Orientation (SABO), has been investigated using a geomorphological modelling to develop an implementation plan. Rayos de Sol stream basin in Chosica, was selected as a pilot to develop the proposal, as it is considered high risk due to the presence of ancient debris flows and recent flows in 2012, 2015 and 2017. The recurrence of debris flows in this location has resulted in numerous deaths and catastrophic property losses. This study combines geologic and geomorphic mapping and hydraulic and landform evolution numerical modelling. The implementation of a SABO Master Plan based on the multidisciplinary assessment hazard scenarios, will allow the implementation of feasible mitigation actions. The SABO technology has been applied successfully in Japan and other countries in areas with steep short slopes, similar to the conditions surrounding the Peruvian capital. Results from this study will be presented to the Peruvian Government as part of an action plan to manage debris-flow impact.

1. KEY POINTS

2. High-risk mass slope failure is linked to poor urban planning in urban developing regions of Lima the capital of Peru.

3. A multidisciplinary study including geotechnical and hydrological analysis, engineering design, and socio-economic research is required to implement a SABO Master Plan, and this basin is pilot study basin.

4. At the present time, a maintenance programme for existing hydraulic structures should be implemented, and a flood risk management plan developed may propose the relocation of some communities and infrastructure.

  相似文献   

地震应急指挥中心可视化中控系统的设计与实现     

林向洋  文鑫涛  高小跃  甄盟  郑通彦 《地震地磁观测与研究》2020,41(4):225-231

介绍地震应急指挥中心中控系统的建设情况，阐述了可视化智能中控系统的功能需求、逻辑结构和应用框架结构，分析了可视化智能中控系统的功能特点，并对中控系统的技术发展和应用进行展望。  相似文献   

海域金矿找矿方法研究——以山东省莱州市三山岛北部海域金矿为例     

田振环 《地质学报》2019,93(S1):19-28

莱州市三山岛北部海域金矿区是世界上第一个查明的海域岩金矿。它通过追索延伸至海域的三山岛断裂，圈定破金找矿靶区。利用海域高精度磁测和浅地层剖面测量配合海上钻探，找到了海域大型金矿。以三山岛海域金矿普查为依托，研究出来的这套海域金矿找矿方法和海上钻探平台，可为今后开展海域金及其它与断裂有关的矿产资源找矿，提供指导和借鉴。  相似文献   

Experimental investigation on a cabin-suspended catamaran in terms of motion reduction and wave energy harvesting by means of a semi-active motion control system     

《Applied Ocean Research》2019

A novel concept catamaran equipped with a suspended cabin, named Wave Harmonizer Type 4 (WHzer-4), is proposed and evaluated. The mass-spring-mass system is constructed by mounting four sets of suspensions in-between the cabin and the twin-hull. Two sets of dual motor/generators (M/Gs) are attached on the center beam of the cabin's deck fore and aft. Each shaft-end of the dual M/Gs is connected to the twin-hull through a rack-pinion gear unit. In this way the vertical relative motion between the cabin and the twin-hull can be transferred into the rotational motion of the M/Gs, and vice versa. A semi-active motion control system, which contains a proportional-integral (PI) controller, is designed and applied to each of the dual M/Gs for the aim of absorbing wave energy under the condition of suppressing the local vertical velocity of the cabin as much as possible. A 1/5 scale model ship with a length of 1.6 m is built, and a forced-oscillation bench test is implemented to validate the performance of the control system. Then, a series of towing tank tests is carried out in regular head waves. The heave and pitch responses of the cabin, those of the twin-hull and the corresponding wave energy capture width ratio (CWR) at five control scenarios and two reference scenarios are investigated. Discussion on the results of the tank test shows that the motion reduction of the cabin and the wave energy harvesting can be achieved simultaneously at a few wave conditions. However, at other conditions, although noticeable amount of wave energy is harvested, motion reduction of the heave and pitch of the cabin could not be obtained at the same time. It is suggested that varying the gain settings of the PI controllers according to the location of the controllers may improve the effectiveness of the proposed control system.  相似文献   

Adsorption Mechanism and Kinetic Characterization of Bituminous Coal under High Temperatures and Pressures in the Linxing-Shenfu Area     

TAO Chuanqi  WANG Yanbin  LI Yong  NI Xiaoming  GAO Xiangdong 《《地质学报》英文版》2020,94(2):399-408

The majority of coalbed methane(CBM) in coal reservoirs is in adsorption states in coal matrix pores. To reveal the adsorption behavior of bituminous coal under high-temperature and high-pressure conditions and to discuss the microscopic control mechanism affecting the adsorption characteristics, isothermal adsorption experiments under hightemperature and high-pressure conditions, low-temperature liquid nitrogen adsorption-desorption experiments and CO2 adsorption experiments were performed on coal samples. Results show that the adsorption capacity of coal is comprehensively controlled by the maximum vitrinite reflectance(Ro, max), as well as temperature and pressure conditions. As the vitrinite reflectance increases, the adsorption capacity of coal increases. At low pressures, the pressure has a significant effect on the positive effect of adsorption, but the effect of temperature is relatively weak. As the pressure increases, the effect of temperature on the negative effect of adsorption gradually becomes apparent, and the influence of pressure gradually decreases. Considering pore volumes of pores with diameters of 1.7-100 nm, the peak volume of pores with diameters 10-100 nm is higher than that from pores with diameters 1.7-10 nm, especially for pores with diameters of 40-60 nm, indicating that pores with diameters of 10-100 nm are the main contributors to the pore volume. The pore specific surface area shows multiple peaks, and the peak value appears for pore diameters of 2-3 nm, indicating that this pore diameter is the main contributor to the specific surface area. For pore diameters of 0.489-1.083 nm, the pore size distribution is bimodal, with peak values at 0.56-0.62 nm and 0.82-0.88 nm. The adsorption capability of the coal reservoir depends on the development degree of the supermicroporous specific surface area, because the supermicroporous pores are the main contributors to the specific pore area. Additionally, the adsorption space increases as the adsorption equilibrium pressure increases. Under the same pressure, as the maximum vitrinite reflectance increases, the adsorption space increases. In addition, the cumulative reduction in the surface free energy increases as the maximum vitrinite reflectance increases. Furthermore, as the pressure increases, the surface free energy of each pressure point gradually decreases, indicating that as the pressure increases, it is increasingly difficult to adsorb methane molecules.  相似文献   

花岗岩残积土动态冲击性能的SHPB试验研究     

刘新宇  张先伟  岳好真  孔令伟  徐超 《岩土力学》2020,41(6):2001-2008

为研究花岗岩残积土的动态冲击性能，开展了高速冲击下的分离式霍普金森压杆（SHPB）试验，与常规应变率下的试验结果比较，分析了高应变率对花岗岩残积土的应力?应变特性和强度的影响。结果表明：低、高应变率下的花岗岩残积土的?-?a（轴向应力?轴向应变）曲线均呈现出软化型。随着应变率 增加，?-?a曲线向?a增大的方向移动，破坏应变?af增加。但高应变率下?af增加的程度更加明显。花岗岩残积土的峰值强度普遍具有应变率依赖性，二者可用直线关系拟合，但低、高应变率下的拟合关系并不一致。提出了率敏性因子m定量评价依赖性强弱。研究发现，随着应变率的提高，强度的应变率依赖性减弱，低应变率下的m为26.694，而高应变率下仅为0.013。相关试验结果指出，高速冲击荷载对土体总体有害。工程中应该采取合理措施控制冲击荷载的危害。该研究有助于深化花岗岩残积土动态冲击性能的理解，为相关工程的施工与设计提供技术参考。  相似文献   

欠固结地层静止侧压力简化计算方法     

乔亚飞  逯兴邦  黄俊  丁文其 《岩土力学》2020,41(11):3722-3729

大量工程实践表明：正确预估欠固结地层的静止侧压力大小对工程的稳定性分析和安全设计十分重要。因此，通过理论分析和数值模拟深入探讨了固结排水过程中地层侧向压力的变化规律，建立了静止侧压力与超固结比OCR的联系，提出了等效静止土压力系数的概念和计算公式，形成了考虑OCR影响的欠固结地层静止侧压力简化计算方法，并用数值模拟和试验结果进行了验证。提出的等效静止土压力系数实现了欠固结地层和正常固结地层侧压力计算的统一。研究结果表明：欠固结地层的静止侧压力随超固结比OCR的增大而线性减小，且随土体有效内摩擦角的增大，OCR对侧向压力的影响越大。上述研究成果可为欠固结地层的土压力计算提供技术支撑。  相似文献   

开挖前降水引发基坑变形机制模型试验研究     

曾超峰  薛秀丽  宋伟炜  李淼坤  白宁 《岩土力学》2020,41(9):2963-2972

现有基坑相关研究主要关注土方开挖过程引起的变形，认为围护结构变形起点是土方第1次开挖。然而，一些工程实测表明，基坑开挖前降水阶段即可引起围护结构及周边地层发生厘米级的变形。显然，未考虑开挖前变形的基坑监测数据将低估基坑施工的环境效应。为了研究基坑开挖前降水引发基坑变形的机制，开展了室内模型试验，对基坑开挖前降水过程进行了缩尺精细化模拟。通过微型降水井的设置与调控，模型试验真实再现了实际基坑降水过程中井流效应对围护结构受力变形的影响。试验过程中发现，随着降水的进行，坑外降水漏斗不断扩展，围护结构悬臂式侧移及坑外拱肩式地面沉降也随之产生。另外，降水导致墙前水压力明显减小，并诱发墙前侧向总压力重分布（以减小为主），围护结构为此发生指向坑内的悬臂式运动以寻求新的受力平衡，并通过墙后土体损失诱发坑外地层变形。  相似文献   

2012-2018年巢湖水质变化趋势分析和蓝藻防控建议   总被引：4，自引：3，他引：1  

张民  史小丽  阳振  陈开宁 《湖泊科学》2020,32(1):11-20

巢湖自1990s中期至2012年间水质明显改善,但是近年来水质改善效果变缓,2018年蓝藻水华面积显著增加,为有效评估巢湖水体环境的变化,通过对20122018年巢湖17个点位的逐月调查数据分析阐述了近年来巢湖水质和藻情的变化特征,并在流域空间尺度上分析了巢湖流域水污染治理的进展和不足,为后续治理方向的调整和确定提供支撑.20122018年湖区调查数据显示:巢湖湖体总磷和总氮浓度显著升高,铵态氮浓度显著下降,水华蓝藻总量显著升高.在空间上,各污染指标水平呈现由西向东呈逐渐降低的趋势,但是各指标在不同湖区随时间的变化趋势差异明显,西部湖区的总磷、总氮和水华蓝藻指标近年来略有下降或持平,中部和东部湖区则显著升高,所以巢湖湖体总氮和总磷浓度的升高主要源于中、东部湖区的升高,这也是这两个湖区水华蓝藻变动的主要驱动因素.主要入湖河口数据显示:西部4条主要入湖污染河流(南淝河、十五里河、塘西河和派河)水质明显改善,但仍处于较高污染水平,中东部入湖河流(兆河、双桥河和柘皋河)总磷浓度明显升高,是中东部湖区水体营养盐升高的主要原因.中东部河流入湖污染的增加加剧了该区域湖体的富营养化水平,尤其是总磷浓度明显提升,导致中东部湖区夏季水华蓝藻的优势种从鱼腥藻种类演替为微囊藻种类.夏季微囊藻的大量繁殖,使得2018年巢湖中东部湖区部分月份水华面积异常增高.因此,巢湖流域的治理应该在持续强化流域西部合肥市污染治理的同时,增加对流域中部和东部治理的关注和投入.  相似文献