土钉支护现场测试及三维数值模拟分析   总被引：12，自引：3，他引：9  

李志刚秦四清  张冰峰 《工程地质学报》2004,12(1):69-73

在进行土钉轴力和边坡位移测试的基础上 ,进行了土钉支护的三维数值模拟研究 ,对边坡位移、土钉轴力、塑性区分布等分别作了较为深入的探讨 ,认识到土钉与土体相互作用形成了一个完整的支护体系 ;基坑失稳破坏并非传统意义上的土体和土钉的破坏 ,而是土钉支护体系的整体性破坏 ;土钉支护体系的形成正是通过土钉的分担作用、应力传递与扩散作用来实现的 ,这是土钉支护作用的实质.  相似文献   

继承性宇生核素对暴露测年结果影响的定量分析方法探讨     

梁兴江  张志刚  姚维军  梅静  张梦媛  王建 《地质论评》2019,65(5):1240-1250

宇生核素暴露测年过程中,通常假设在样品最后一次暴露前,样品中的宇生核素（继承性宇生核素）浓度为0。然而,大量的测年数据研究发现,样品的暴露年代结果会受到继承性核素的影响从而高估地貌的真实年代。因此,如何降低继承性核素对暴露年代结果的影响或者定量分析继承性核素的影响程度不仅可为地貌演化提供准确的年代数据,而且对宇生核素暴露测年技术的研究具有重要意义。因此,本文以宇生核素暴露测年技术在冰川地貌中应用为例,通过分析继承性核素的研究概况,并结合宇生核素暴露测年原理,探讨继承性核素对测年结果影响的定量分析方法。研究结果表明： ① 通过样品中 n ( 26 Al)/ n ( 10 Be) 值\[即同一样品中宇生核素Al 26 与Be 10 浓度（单位为atom/g）的比值\]以及同一地貌位置多个的样品年代数据分布情况可初步判断测年结果是否受到继承性核素的影响;② 通过现代冰川冰碛物中宇生核素的浓度可以定量分析继承性核素对暴露测年结果的影响; ③ 通过计算冰碛垄顶部和一定深度（＞2~3 m）样品的宇生核素浓度差,可以减少继承性核素的影响。本研究内容对冰川地貌宇生核素暴露测年具有重要意义。  相似文献   

安徽铜陵晚中生代侵入岩磷灰石原位地球化学——成岩成矿制约     

汪雨  唐大为  谢建成 《岩石矿物学杂志》2019,38(1):63-76

安徽铜陵地区大规模铜、金矿床与晚中生代侵入岩密切相关.本文选取铜陵地区4个代表性成矿侵入岩体(金口岭花岗闪长岩、铜官山和冬瓜山石英二长闪长岩、朝山辉石二长闪长岩)进行了磷灰石原位地球化学研究,探讨其对成岩成矿的指示.铜陵侵入岩磷灰石有较高的Sr/Y值(平均值3. 19)和低Y含量,指示其为埃达克质岩. 4个岩体磷灰石F含量为2. 63%～4. 02%,属氟磷灰石.磷灰石样品有较高的REE含量(825×10-6～5 853×10-6)、中等的δEu值(0. 37～0. 88)、高log fO2值(-12. 3～-9. 86)、较高的Cl含量(多> 0. 2%)和Cl/F值,暗示铜陵侵入岩起源于高氧逸度的壳幔岩浆混合源区.研究结果表明,铜陵地区铜、金成矿作用可能与由板块而来的富Cl流体、氧化环境和壳幔混合作用密切相关.  相似文献   

某废弃煤矿有机污染场地地下水修复治理中试研究     

刘玉仙  朱俊民  丁冠涛  斯克诚  韩昱  胡培良  张学斌  刘玉想  孙中瑾  罗启仕  倪冲 《地质学报》2019,93(S1):273-283

某废弃煤矿竖井经倾倒有机废液,导致环境污染事件,造成巷道及采空区内地下水污染。本文结合场地实际情况,选取倾倒竖井(事故井)及周边区域为中试区域,采用“抽出处理+原位氧化循环”两阶段联合修复技术对污染场地开展中试研究。本文介绍了场地污染概况、地下水修复中试方案设计和实施,以及对修复效果进行评价。结果表明,中试处理后地下水中COD和二氯甲烷最高去除率分别为97.88%和99.74%。中试试验表明, “抽出处理+原位氧化循环”两阶段修复技术,对处理矿区内巷道及采空区等复杂地层结构下深层地下水中有机污染物具有较好的去除效果,可以结合现场实际情形对整个污染场区进行规模应用。  相似文献   

郯庐断裂带苏鲁界地应力积累特征及地震危险性研究     

邱君  吴满路  范桃园  张重远  王连山 《地质学报》2019,93(12):3249-3258

郯庐断裂带是中国东部重要的地质构造带和地震活动带,苏、鲁交界部位的地震活动性和强震危险性一直引人瞩目,1668年发生过郯城8.5级大地震。为了解郯庐断裂带苏鲁界现今地应力环境与地震发展趋势,应用水压致裂法在该区开展了一个钻孔的原地应力测量工作,同时参考前人利用钻孔崩落法与声发射法获取的中国大陆科学钻探(CCSD)主孔301～5047m深度范围内的地应力数据,揭示了研究区地应力状态。利用库伦破裂准则、Byerlee定律以及断层摩擦参数μ_m分析研究该地区的地应力积累水平,评估断层发生滑动的可能性。结果表明:水压致裂法测点在75.74～191.04m深度范围内最小水平主应力的量值为3.68～13.15MPa,最大水平主应力的量值为4.02～19.40MPa。CCSD主孔在1269～5047m深度范围内最小水平主应力的量值为25.3～122.0MPa,最大水平主应力的量值为41.4～166.4MPa;分析地应力结构,发现自地表至660m的范围内,σ_Hσ_hσ_v,为逆断层地应力状态,660m以下表现为σ_Hσ_vσ_h,为走滑断层地应力状态。综合分析断层摩擦参数μ_m,郯庐断裂带苏鲁交界处尚未达到断层失稳的临界地应力状态。  相似文献   

Evaluation of a simple,inexpensive, in situ sampler for measuring time‐weighted average concentrations of suspended sediment in rivers and streams     

Nicholas J.C. Doriean  Peter R. Teasdale  David T. Welsh  Andrew P. Brooks  William W. Bennett 《水文研究》2019,33(5):678-686

The accurate measurement of suspended sediment (<200 μm) in aquatic environments is essential to understand and effectively manage changes to sediment, nutrient, and contaminant concentrations on both temporal and spatial scales. Commonly used sampling techniques for suspended sediment either lack the ability to accurately measure sediment concentration (e.g., passive sediment samplers) or are too expensive to deploy in sufficient number to provide landscape‐scale information (e.g., automated discrete samplers). Here, we evaluate a time‐integrated suspended sediment sampling technique, the pumped active suspended sediment (PASS) sampler, which collects a sample that can be used for the accurate measurement of time‐weighted average (TWA) suspended sediment concentration and sediment particle size distribution. The sampler was evaluated against an established passive time‐integrated suspended sediment sampling technique (i.e., Phillips sampler) and the standard discrete sampling method (i.e., manual discrete sampling). The PASS sampler collected a sample representative of TWA suspended sediment concentration and particle size distribution of a control sediment under laboratory conditions. Field application of the PASS sampler showed that it collected a representative TWA suspended sediment concentration and particle size distribution during high flow events in an urban stream. The particle size distribution of sediment collected by the PASS and Phillips samplers were comparable and the TWA suspended sediment concentration of the samples collected using the PASS and discrete sampling techniques agreed well, differing by only 4% and 6% for two different high flow events. We should note that the current configuration of the PASS sampler does not provide a flow‐weighted measurement and, therefore, is not suitable for the determination of sediment loads. The PASS sampler is a simple, inexpensive, and robust in situ sampling technique for the accurate measurement of TWA suspended sediment concentration and particle size distribution.  相似文献   

West Greenland and global in situ 14C production‐rate calibrations          下载免费PDF全文

NICOLÁS E. YOUNG  JOERG M. SCHAEFER  BRENT GOEHRING  NATHANIEL LIFTON  IRENE SCHIMMELPFENNIG  JASON P. BRINER 《第四纪科学杂志》2014,29(5):401-406

  相似文献   

Inference of in situ stress from thermoporoelastic borehole breakouts based on artificial neural network     

Hua Zhang  Shunde Yin 《国际地质力学数值与分析法杂志》2019,43(16):2493-2511

The determination of in situ stresses is very important in petroleum engineering. Hydraulic fracturing is a widely accepted technique for the determination of in situ stresses nowadays. Unfortunately, the hydraulic fracturing test is time-consuming and expensive. Taking advantage of the shape of borehole breakouts measured from widely available caliper and image logs to determine in situ stress in petroleum engineering is highly attractive. By finite element modeling of borehole breakouts considering thermoporoelasticity, the authors simulate the process of borehole breakouts in terms of initiation, development, and stabilization under Mogi-Coulomb criterion and end up with the shape of borehole breakouts. Artificial neural network provides such a tool to establish the relationship between in situ stress and shape of borehole breakouts, which can be used to determine in situ stress based on different shape of borehole breakouts by inverse analysis. In this paper, two steps are taken to determine in situ stress by inverse analysis. First, sets of finite element modeling provide sets of data on in situ stress and borehole breakout measures considering the influence of drilling fluid temperature and pore pressure, which will be used to train an artificial neural network that can eventually represent the relationship between the in situ stress and borehole breakout measures. Second, for a given measure of borehole breakouts in a certain drilling fluid temperature, the trained artificial neural network will be used to predict the corresponding in situ stress. Results of numerical experiments show that the inverse analysis based on finite element modeling of borehole breakouts and artificial neural network is a promising method to determine in situ stress.  相似文献   

Response of Spartina alterniflora Vegetation to Oiling and Burning of Applied Oil     

C.W Lindau  R.D Delaune  A Jugsujinda  E Sajo 《Marine pollution bulletin》1999,38(12):781-1220

A field study evaluated Spartina alterniflora sensitivity to oiling and to in situ burning of applied crude oil. Experimental plots (2.4 m × 2.4 m × 0.6 m) were constructed in the salt marsh for control, oiling (natural clean-up) and oiling/burning treatments. South Louisiana Crude was applied to oiling and oiling/burning treatment plots at 2 l m⁻² and the burn conducted. S. alterniflora responses (height, live stem density, carbon fixation and biomass) were measured for 50 weeks after the August burn. Oiling and oiling/burning had short-term detrimental effects on the salt marsh. One year after the late summer burn, S. alterniflora responses measured in the oiled and oiled/burned plots were not significantly different compared to control values. Results suggest that, under our experimental conditions, intervention may not be required for marsh recovery. However, if spill conditions require a rapid response to control contaminant spread or protect other sensitive resources, burning may be a clean-up operation to consider.  相似文献   

Identification of the Hualien soil-structure interaction system     

C. -B. Yun  J. -S. Choi  J. -M. Kim 《Soil Dynamics and Earthquake Engineering》1999,18(6):689

This article demonstrates how system identification techniques can be successfully applied to a soil-structure interaction system in conjunction with the results of the forced vibration tests on the Hualien large-scale seismic test structure which was recently built in Taiwan for an international joint research. The parameters identified are the shear moduli of several near-field soil regions as well as Young's moduli of the shell sections of the structure. The soil-structure interaction system is represented by the finite element method combined with infinite element formulation for the unbounded layered soil medium. Preliminary investigations are carried out on the results of the static stress analysis for the soil medium and the results of the in-situ tests to divide the soil-structure system into several regions with homogeneous properties and to determine the lower and upper bounds of the parameters for the purpose of identification. Then two sets of parameters are identified for two principal directions based on the forced vibration test data by minimizing the estimation error using the constrained steepest descent method. The simulated responses for the forced vibration tests using the identified parameters show excellent agreement with the test data. The present estimated parameters are also found to be well compared with the average value of those by other researchers in the joint project.  相似文献