Static pullout resistance of anchor chains in cohesionless soil—laboratory testing     

Byeongwan Kim  Osoon Kwon  BooHyun Nam 《Marine Georesources & Geotechnology》2017,35(6):780-787

This paper investigates the static pullout resistance of anchor chains embedded into cohesionless soil. The anchor chains, which are made of steel, were buried into Jumunjin sand whose relative density was set to approximately 60%. The anchor chains were horizontally pulled out through a displacement of 70?mm in laboratory model tests. Three different embedment depths and seven different numbers of chain links were adopted. The pullout resistance of the anchor chains was found to increase with increasing embedment depth and the number of anchor chain links. The measured resistance was significantly higher than the calculated frictional resistance, implying that the passive resistance at the front of the anchor chain significantly contributes to the pullout resistance. The contribution of the passive resistance tends to decrease with increasing number of chain links.  相似文献   

乌干达苏库卢碳酸岩风化壳成矿元素地球化学评价指标     

郭祥 《地质与勘探》2017,53(4):731-738

碳酸岩是一种特殊的火成岩,常与多种成因类型的矿床密切相关,故引起国内外学者的广泛关注。笔者以乌干达苏库卢碳酸岩风化壳为研究对象,选取区内典型剖面AB和钻孔ZK14(W),应用剖面地球化学异常和钻孔地球化学异常的方法总结了矿床的成矿规律和成因。笔者提出采用[w(Nb_2O_5)*w(REO)*w(TFe)*1000]/w(P_2O_5)累乘比值作为矿体剥蚀的判别指标(K_1),得出:强风化区K_1500,半、弱风化区500K_1100,碳酸岩原岩K_1100。同时,本文首次尝试为地球化学勘查理论适用于风化壳矿床提供勘查实例。  相似文献   

Paleomagnetic age of ferruginous weathering beneath the Hamersley Surface,Pilbara, Western Australia,and the Cenozoic apparent polar wander path     

P. W. Schmidt  G. E. Williams 《Australian Journal of Earth Sciences》2017,64(2):239-249

During the Mesozoic and Paleogene, the Precambrian rocks in the Pilbara, Western Australia, underwent erosion and deep weathering that produced an undulating landform now represented by the duricrusted and partly eroded Hamersley Surface. A reddened, ferruginous weathering zone occurs immediately beneath this duricrusted surface. Oriented block samples of ferruginised strata of the Neoarchean–early Paleoproterozoic Hamersley Group exposed within approximately 15 m below the duricrust were collected at 20 sites in roadcuts along the Great Northern Highway between Munjina and Newman and exposures along the adjoining Karijini Drive. Stepwise thermal demagnetisation of cored specimens revealed a stable, high-temperature (680°C) component carried by hematite, with a mean direction (n = 55 specimens) of declination D = 182.0°, inclination I = 52.9° (α₉₅ = 3.6°), indicating a pole position at latitude λ_p = 77.6°S, longitude ?_p = 113.2°E (A₉₅ = 4.3°) and a paleolatitude λ = 33.5 +3.6/–3.3°S. Both normal and reversed polarities are present, indicating that the remanent magnetism was acquired over an interval of at least two polarity chrons (say 10⁵–10⁶ years). Chi-square tests on the determined pole position and three different sets of Cenozoic poles, namely those for dated volcanic rocks in eastern Australia supplemented by poles for Australian Cenozoic weathering horizons, and inferred poles from Pacific Ocean and Indian Ocean hotspot analyses and North American Cenozoic poles rotated to Australian coordinates, yielded a mean age of ca 24 ± 3 Ma, i.e. late Oligocene to early Miocene, interpreted as the time of formation of hematite in the sampled ferruginous zone. The ferruginous weathering occurred under globally warm conditions and was followed during the early to middle Miocene climatic optimum by the deposition of channel iron deposits, which incorporated detrital hematitic material derived from erosion of the ferruginous weathering zone beneath the Hamersley Surface.  相似文献   

The Influence of Allogenic Water and Sulfuric Acid to Karst Carbon Sink in Karst Subterranean River in Southern Hu’nan     

Huang Qibo  Qin Xiaoqun  Liu Pengyu  Zhang Liankai  Su Chuntian 《地球科学进展》2017,32(3):307-318

Evaluating the impact of allogenic water and sulfuric acid on karst carbon sink not only helps to improve the accurate calculation of soil CO₂ uptake by rock weathering, but also obtains a complete understanding of the global carbon cycle. Groundwater samples were collected from four karst subterranean rivers watershed within different lithology strata in Wushui Basin, upstream of Beijiang Basin, Hunan Province, for revealing the important impact of silicate weathering on hydrochemistry of groundwater. To estimate the contribution of soil CO₂ uptake by silicate weathering to CO₂ uptake by rock weathering, the Galy model was employed in this article. The important impact of sulfuric acid on CO₂ uptake by carbonate weathering resulting from the substitution of carbonic acid by protons from sulfuric acid was investigated. Our results showed that the concentration of Na⁺, K⁺ and SiO₂ in L01,L02 subterranean river with silicate strata in watershed were higher than that in L03,L04 subterranean river without silicate strata in watershed, which implied that the contribution of silicate weathering to Na⁺,K⁺ and SiO₂ was very important in watershed within silicate strata . The changeable equivalent ratio between (Ca²⁺+Mg²⁺) and HCO₃^- was 1.05 to 1.15, and the value of [Ca²⁺+Mg²⁺]/[HCO₃^-+SO₄^2-] was 0.99 to 1.08. The concentrations of Ca²⁺ and Mg²⁺ exceeded the equivalent concentrations of HC₃^-, and the excess of Ca²⁺ and Mg²⁺cations were compensated by SO₄^2-, which suggested that sulfuric acid has an important influence on carbonate dissolution. The contribution of soil CO₂uptake by silicate weathering to CO₂ consumption in L01 and L02 subterranean river were 3.36% and 2.22%, respectively, whereas the contribution in L03, L04 subterranean river were less than 0.50%, indicating that the contribution of soil CO₂ uptake by silicate weathering was important in the subterranean river basin within silicate strata. Due to the contributions made by sulfuric acid, the CO₂ consumption in four subterranean rivers decreased by 4.84%, 4.52%, 6.20%, 9.36%, respectively.  相似文献   

Pull-out behaviour of wood bolt fully grouted by PS-F slurry in rammed earth heritages     

Jingke Zhang  Zuixiong Li  Wenwu Chen  Xudong Wang  Qinglin Guo  Nan Wang 《Geomechanics and Geoengineering》2017,12(4):279-290

This article presents a laboratory and field investigation of pull-out resistance of wood bolts in rammed earth heritages. The laboratory testing involved axial tensile tests of four grout specimens prepared in specially designed moulds using PS-F (Potassium Silicate solution-Fly ash) slurry to investigate the performance of anchors. The field testing involved pull-out tests of three wood anchors installed in rammed earth heritages by gravity grouting. Experiments reveal that the failure mode is the pull-out of bolt from grout and average skin friction resistance of bolt–grout interface is approximately 0.34MPa. Load–displacement curves and elastic–residual displacement derived from cyclic loading indicate such anchor system has strong ductility with small elastic deformation and large residual deformation. Bond collapse firstly occurs at the loaded end and then propagates towards the full bonded length. Bond stress distribution is not uniform along the bonded length. Maximum bond stress distributes at the range from 0.3 m to 0.4 m. Emergence of compressive strain in the interface reveals such anchor system enjoys the advantages of both tensile and compressive anchor types, which significantly differs from results from other regular bolts. The research conclusion makes scientific senses to traditional material and craft in rammed earth heritages.  相似文献   

Towards a protocol for laser scanning of rock surfaces     

Martin Schaefer  Robert Inkpen 《地球表面变化过程与地形》2010,35(4):147-423

The precision of height measurements derived from laser scanning a weathered rock surface was analysed. Different registration methods for comparing surfaces to deduce weathering were assessed and the most precise was found to be the method that used registration shapes as control, located in different planes relative to the scanned surface. In addition, the different sources of error in scanning precision were assessed by varying factors such as scan distance, lens configuration, scan angle and the nature of the topography being scanned. From this analysis it was possible to suggest what the optimal scanning conditions were for this particular experimental set‐up. The procedures outlined for assessing errors in the precision of height measurements are transferable to other scanning studies. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

基于RouterOS技术的12322防震减灾电话呼叫系统双线路设计与实现     

兰陵  宋立军  哈斯高娃  陈勇  周文 《内陆地震》2010,24(4):370-374

根据12322电话呼叫系统的实际工作情况,提出了系统线路备份方案,设计了适合新疆维吾尔自治区地震局现状的12322电话呼叫系统双线路,并给出整体思路、实际配置及调试过程,该方案将会提高12322电话呼叫系统线路的稳定运行,同时也提高了系统的安全运行效率。  相似文献   

High resolution transmission electron microscopy evaluation of silica glaze reveals new textures   总被引：1，自引：0，他引：1  

K. A. Langworthy  D. H. Krinsley  R. I. Dorn 《地球表面变化过程与地形》2010,35(13):1615-1620

We present the first nanoscale investigation of silica glaze. High resolution transmission electron microscopy of a rock coating from the Ashikule Basin, Tibetan Plateau, reveals the presence of spheroids composed predominantly of silicon and oxygen with diameters ranging from 20 nm to 70 nm. While silica glaze spheroids co‐exist with manganese‐rich rock varnish in the same sample, the different rock coatings are texturally and physically distinct at the nanoscale. These observations are consistent with a model of silica glaze formation starting with soluble aluminum‐silicon (Al‐Si) complexes [Al(OSi(OH)³)²⁺], mobilized with gentle wetting events such as dew or frost. The transition between complete and partial wetting on silica surfaces rests at about 20–70 nm for liquid droplets. Upon crossing this transition, a metastable wetting film would be ruptured, initiating formation of silica glaze through spheroid deposition. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

砂土中水平受荷桩非线性分析   总被引：4，自引：0，他引：4  

王国粹  杨敏 《岩土力学》2011,32(Z2):261-267

对水平受荷桩的非线性分析,多采用p-y曲线法。现行p-y曲线模型很多,曲线形式和选用的参数各不相同。分析各桩土参数对现有p-y曲线的影响,并选择合理的标准化参数将各p-y曲线归一化,采用双曲线模型拟合归一化曲线。总结目前对地基反力模量和土体极限抗力的研究,并考虑桩径、施工等因素的影响,选择合理的双曲线模型参数。通过实例对比分析,证明了双曲线模型以及参数选取的有效性和适用性。双曲线模型形式简洁,符合理想土体的应力-应变关系,并能近似拟合现有的砂土p-y曲线,可广泛用于工程中砂土水平受荷桩基的非线性分析  相似文献   

旋压入土式静力触探机制研究     

宋玲  刘奉银  李宁 《岩土力学》2011,32(Z1):787-0792

由于现有静力触探机械设备提供的动力有限,使得静力触探技术无法应用于较硬土层或较深土层中（应力较高）。保证探头顺利平稳地探入较硬土层,是触探技术应用于硬土层的前提条件。通过对旋压式触探时探头上的受力进行分析,推导了不考虑侧壁摩擦力的旋压式触探的总锥尖阻力和扭矩的理论模型,同时也推导了用旋压式触探测试成果计算锥土间摩擦系数的数学模型,并在室内旋压式触探仪上进行相应的试验,试验结果不仅验证了理论分析的正确性,而且试验结果表明：对同一土体制成不同含水率、干重度的试样进行相同的探入速度和旋转速度下的旋压式触探,所得的扭矩与总锥尖阻力呈线性关系。根据数学模型计算的锥土间摩擦系数要比土体的内摩擦系数大得多,但两者具有较明显的一致性。结合土层的各向异性的特点、锥土间的摩阻力的存在等因素分析了旋压式触探方式能够降低总锥尖阻力的原因  相似文献