Method for calculating the horizontal bearing capacity of segmentally-tapered bucket foundation of offshore wind turbinesEI北大核心CSCD     

Liu Jin-long  Chen Lu-wang  Wang Ji-li  Wang Dong-lin 《岩土力学》2015,(10):2750-2758

Because large construction ships cannot enter the shallow sea, traditional configuration foundations, such as gravity-type foundation and pile foundation, are not suited for offshore wind power project in shallow seas. Therefore, a new type of foundation-segmentally-tapered bucket foundation is proposed. Based on the limit equilibrium method, a systematic method is proposed to calculate the horizontal bearing capacity of the segmentally-tapered bucket foundation. The influences of obliquity of wall, foundation height, top diameter of bucket and soil parameters on the horizontal bearing capacity of the segmentally-tapered bucket foundation are analyzed. It is found that the horizontal bearing capacity increases with the increase of the wall obliquity, soil resistance, top diameter of bucket and foundation height, while decreases with the increase of the depth of seabed. Based on the concept of volume compression ratio, the bucket foundation with inclined upper section wall and vertical lower section wall is recommended and demonstrated. An accurate method is proposed to determine the proportional coefficient of soil resistance. The results are helpful in the optimization design of traditional bucket foundation.  相似文献   

西安咸阳国际机场污水排放口潜在滑坡稳定性分析     

徐平  王阿丹  李同录  李萍  张常亮 《地震学刊》2011,(2):191-195

对西安咸阳国际机场污水排放口潜在滑坡的工程地质勘察结果表明,该滑坡处于极限平衡状态。采用B ish-op法参数反演和直快剪试验结果,分别用二维、三维极限平衡法和二维、三维有限元法,对该滑坡进行稳定性计算。结果表明：有限元法（二维、三维）的计算结果偏大,二维极限平衡法的计算结果最小;极限平衡法（二维、三维）与二维有限元法宜选取试验结果的大值平均值,三维有限元法则取试验结果的小值平均值较为合理。最后,根据三维有限元法的计算结果,提出了削坡压脚的防护措施。  相似文献   

震裂边坡稳定性极限分析     

丁瑜  邹晓东  党超 《中国地质灾害与防治学报》2011,22(2):45-49,54

地震导致山体大范围开裂松动,使岩体裂缝（隙）张开、扩展进而形成危险的震裂边坡。裂缝是控制震裂边坡变形破坏的切割边界和滑移边界,为此,考虑裂缝扩展、裂缝充水和地震影响,采用极限分析上限法对汶川地震震中附近的一实地震裂边坡的稳定性变化进行分析。计算结果揭示了随裂缝扩展延伸,在雨水、地震作用影响下震裂边坡稳定性变化规律,为类似边坡的分析评价与工程治理提供了理论依据。  相似文献   

国际地球化学填图样品分析方法和数据对比   总被引：2，自引：0，他引：2  

姚文生  王学求  谢学锦 《地质通报》2011,30(7):1111-1118

以中国和世界发达国家或地区(欧洲、北美、澳大利亚与日本)过去10年内完成的或目前正在开展的全球性或国家性地球化学填图项目为例,总结了国际地球化学样品分析技术的新进展,并以中国实验室与欧洲实验室的分析数据的对比结果,剖析国际地球化学填图样品分析技术面临的挑战。研究表明:分析组成地壳所有元素的构想已被越来越多国家性、全球性地球化学填图项目所采纳;中国是世界上唯一具有填图样品76元素分析能力的国家;高水平的分析实验室(欧洲与中国)取得的数据大部分可以实现对比,但仍有10余个元素的分析数据存在明显偏差。实现所有分析元素数据的全球可对比,应是今后国际地球化学填图样品分析技术的主要发展方向。  相似文献   

Spin-dependent limits from the DRIFT-IId directional dark matter detector     

E. DawJ.R. Fox  J.-L. GauvreauC. Ghag  L.J. HarmonM. Gold  E.R. LeeD. Loomba  E.H. MillerA.StJ. Murphy  S.M. PalingJ.M. Landers  M. PipeK. Pushkin  M. RobinsonD.P. Snowden-Ifft  N.J.C. SpoonerD. Walker 《Astroparticle Physics》2012,35(7):397-401

Data are presented from the DRIFT-IId detector operated in the Boulby Underground Science Facility in England. A 0.8 m³ fiducial volume, containing partial pressures of 30 Torr CS₂ and 10 Torr CF₄, was exposed for a duration of 47.4 live-time days with sufficient passive shielding to provide a neutron free environment within the detector. The nuclear recoil events seen are consistent with a remaining low-level background from the decay of radon daughters attached to the central cathode of the detector. However, charge from such events must drift across the entire width of the detector, and thus display large diffusion upon reaching the readout planes of the device. Exploiting this feature, it is shown to be possible to reject energy depositions from these Radon Progeny Recoil events while still retaining sensitivity to fiducial-volume nuclear recoil events. The response of the detector is then interpreted, using the F nuclei content of the gas, in terms of sensitivity to proton spin-dependent WIMP-nucleon interactions, displaying a minimum in sensitivity cross section at 1.8 pb for a WIMP mass of 100 GeV/c². This sensitivity was achieved without compromising the direction sensitivity of DRIFT.  相似文献   

Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil   总被引：1，自引：0，他引：1  

Guilhem Mollon  Daniel Dias  Abdul‐Hamid Soubra 《国际地质力学数值与分析法杂志》2013,37(13):2061-2083

Face stability analysis of tunnels excavated under pressurized shields is a major issue in real tunnelling projects. Most of the failure mechanisms used for the stability analysis of tunnels in purely cohesive soils were derived from rigid block failure mechanisms that were developed for frictional soils, by imposing a null friction angle. For a purely cohesive soil, this kind of mechanism is quite far from the actual velocity field. This paper aims at proposing two new continuous velocity fields for both collapse and blowout of an air‐pressurized tunnel face. These velocity fields are much more consistent with the actual failures observed in undrained clays. They are based on the normality condition, which states that any plastic deformation in a purely cohesive soil develops without any volume change. The numerical results have shown that the proposed velocity fields significantly improve the best existing bounds for collapse pressures and that their results compare reasonably well with the collapse and blowout pressures provided by a commercial finite difference software, for a much smaller computational cost. A design chart is provided for practical use in geotechnical engineering. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

鄂尔多斯盆地陇东地区延长组非主力有效烃源岩发育特征   总被引：1，自引：0，他引：1  

姚泾利  高岗  庞锦莲  刘凤妍  柳广弟  张雪峰  马海勇  独育国  程党性 《地学前缘》2013,20(2):116-124

通过油源对比确定了鄂尔多斯盆地陇东地区延长组长4+5、长6、长9暗色泥岩和长7油页岩与暗色泥岩的有效性,进一步采用热解烃指数(HCI)、可溶有机质与有机碳含量关系确定了有效烃源岩的有机碳含量下限为1.1%。以此下限值作为标准,与单井测井资料预测的有机碳含量值结合,确定了单井不同层段有效烃源岩的厚度。通过大量钻井有效烃源岩的厚度统计,确定了不同层段有效烃源岩的厚度分布特征。长4+5有效烃源岩主要分布在研究区中部,最大厚度超过60 m。长6有效烃源岩的分布中心集中在庆城-马岭一带,最大厚度超过70 m,沉积中心的厚度在20~70 m,分布范围与长7油页岩的分布较为一致。长9有效烃源岩在东北部的志丹地区,主体厚度在30～60 m。  相似文献   

Seismic uplift capacity of inclined strip anchors in sand using upper bound limit analysis     

《Geomechanics and Geoengineering》2013,8(4):267-275

Pseudo-static approach is adopted in this paper to determine the seismic uplift capacity of an inclined strip anchor using upper bound limit analysis. Two different failure mechanisms are considered to obtain the magnitudes of unit weight component of uplift factor f_γE for different values of soil friction angle, interface friction of anchor plate, anchor inclination, embedment ratio and horizontal seismic acceleration coefficient. The failure mechanism 1 consists of a triangular and quadrilateral rigid blocks; whereas the failure mechanism 2 comprises a logarithmic spiral failure zone with varied focus, sandwiched between a triangular and quadrilateral rigid blocks. It is observed that the magnitude of uplift factor f_γE decreases significantly with the increase in seismic acceleration but increases with the increase in embedment ratio and roughness of the anchor surface. However, a mixed trend in the values of f_γE can be observed for different inclination of the anchor, which is clearly discussed in this paper. The results are compared with the existing values in the literature and the significance of the present methodology for designing the inclined strip anchor is discussed.  相似文献   

Bearing capacity of foundations on slopes     

《Geomechanics and Geoengineering》2013,8(4):274-285

By applying the lower bound finite element limit analysis in conjunction with non-linear optimisation, the bearing capacity factors, N_c, N_q and N_γ, due to the components of cohesion, surcharge and unit weight, respectively, have been estimated for a horizontal strip footing placed along a sloping ground surface. The variation of N_c, N_q and N_γ with changes in slope angle (β) for different soil friction angle (φ) have been computed for smooth as well as rough strip footings. The analysis reveals that along a sloping ground surface, in addition to N_γ, the factors N_c and N_q also vary considerably with changes in footing roughness. Compared to the smooth footing, the extent of the plastic zone around the footing becomes greater for the rough footing. The results obtained from the analysis are found to compare well with those previously reported in literature.  相似文献   

Load-displacement uncertainty of vertically loaded shallow footings on sands and effects on probabilistic settlement estimation     

《Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards》2013,7(1):50-69

This article focuses on the statistical characterisation and stochastic modelling of the load-displacement behaviour of shallow footings on cohesionless soils and on the probabilistic estimation of settlement for serviceability limit state design (LSD). The study relies on a field database of 30 full-scale footings subjected to vertical loading with cone penetration testing data available for each site. The performance of three load-displacement models in replicating field data is assessed comparatively through statistical analysis. Load-displacement uncertainty is subsequently modelled probabilistically to perform Monte Carlo Simulation (MCS)-based estimation of footing settlement using the best-performing power law model. The dependence among load-displacement model parameters is investigated and replicated using copula theory. Samples are generated to account for parametric uncertainties in model inputs. The simulation output samples of settlement are examined statistically in order to assess the relevance of parametric and load-displacement uncertainties in settlement estimation, as well as the importance of accounting for correlation between power law model parameters. A simple analytical model for the estimation of settlement at any target reliability level is obtained on the basis of the outputs of MCS. The model can be practically implemented in geotechnical LSD at serviceability limit states.  相似文献