老黏土地基承载力的确定   总被引：1，自引：0，他引：1  

谭松林  王江 《地质科技情报》2007,26(4):76-78

对比分析了各种确定地基承载力的方法,阐述了理论公式计算确定老黏土地基承载力的重要性.结合武昌地区的工程实例,用各种方法计算确定了老黏土的地基承载力值.研究表明,原位测试方法得到的承载力值偏低,而理论公式计算较合理.为了提高老黏土地基承载力的可信度和精度,在岩土工程勘察中除采用原位测试方法外,有必要结合理论公式计算来获取老黏土地基承载力值.  相似文献   

Energy demands for seismic design against low‐cycle fatigue     

Amador Teran‐Gilmore  James O. Jirsa 《地震工程与结构动力学》2007,36(3):383-404

A seismic design procedure that does not take into account the maximum and cumulative plastic deformation demands that a structure is likely to undergo during severe ground motion could lead to unsatisfactory performance. In spite of this, current design procedures do not take into account explicitly the effect of low‐cycle fatigue. Based on the high correlation that exists between the strength reduction factor and the energy demand in earthquake‐resistant structures, simple procedures can be formulated to estimate the cumulative plastic deformation demands for design purposes. Several issues should be addressed during the use of plastic energy within a practical performance‐based seismic design methodology. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

Earthquake‐resistant structural design through energy demand and capacity     

Adang Surahman 《地震工程与结构动力学》2007,36(14):2099-2117

An energy‐based earthquake‐resistant structural design method is proposed. The proposed method uses specific input energy spectra, modal or time‐history analyses, and energy distribution among structural members. For a given member strength and stiffness, a relationship between the energy attributable to damage absorbed by a member and its cumulative ductility demand can be determined. Member strength, stiffness and energy capacity are design parameters which are simultaneously used in the design. The method can avoid soft‐storey design. The damage is measured based on a cumulative basis considering earthquake magnitude, frequency, and duration. Tests have been carried out to determine energy absorbing capacities of various structural components. More efforts are needed to make the energy‐based earthquake‐resistant structural design practical, but ssimple formulations for this method are possible. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

粉喷桩单桩承载力与龄期的关系研究   总被引：5，自引：0，他引：5  

杜海金  张建新  吴冬云  安新正 《岩土力学》2002,23(1):111-115

以100余根粉喷桩单桩载荷试验和水泥土强度试验资料为基础，运用桩与土变形的弹塑性计算模型和复合地基理论，分析了同一场区不同龄期单桩承载力的关系，探讨了桩侧极限摩阻力与桩土发生塑性变形大小的关系，得了14d与28d龄期单桩承载力二者的经验公式，该公式经试验验证具有实用价值，为缩短粉喷桩的试桩周期提供了一种简单的计算方法。  相似文献   

北疆棉区棉花膜下滴灌蒸散规律研究   总被引：6，自引：0，他引：6  

陈多方  许鸿等 《沙漠与绿洲气象(新疆气象)》2001,24(2):16-17

通过对膜下灌溉技术下蒸散观测数据的分析，初步确定了棉花在整个生育期的蒸散量为500-600mm。在此基础上，分析了膜下灌溉技术对棉花产质量的影响。  相似文献   

用载炭泡塑吸附原子吸收法测定地质样品中金   总被引：16，自引：0，他引：16  

周红  宋艳合  李红霞  曹丽妍 《黄金地质》2001,7(2):64-66

为达到简便、快速、准确测Au的目的，以泡塑为载体负载一定量的活性炭制成载炭泡塑，研究标准回收、酸度、流速及干扰试验结果，制定用载炭泡塑吸附，火焰原子吸收法测定地质样品中Au的实验方法，对部级含Au标样进行精度分析，并将测定外检样品的结果与活性炭富集及泡塑吸附法的测定结果做对照，表明该法具有较好的精密度和准确度，检出限为0.1ug/g，适合地质样品中Au的测定。  相似文献   

Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes     

P. Lukkunaprasit  A. Wanitkorkul 《地震工程与结构动力学》2001,30(4):537-551

The effectiveness of tuned mass dampers (TMD) in vibration control of buildings was investigated under moderate ground shaking caused by long‐distance earthquakes with frequency contents resembling the 1985 Mexico City (SCT) or the 1995 Bangkok ground motion. The elastic–perfectly plastic material behaviour was assumed for the main structure, with linear TMDs employed by virtue of their simplicity and robustness. The accumulated hysteretic energy dissipation affected by TMD was examined, and the ratio of the hysteretic energy absorption in the structure with TMD to that without it is proposed to be used, in conjunction with the peak displacement ratio, as a supplementary TMD performance index since it gives an indication of the accumulated damage induced in the inelastic structures. For the ground motions considered, TMD would be effective in reducing the hysteretic energy absorption demand in the critical storeys for buildings in the 1.8–2.8 s range. The consequence is reduction in damage of the buildings which would otherwise suffer heavy damage in the absence of TMD, resulting in economical restorability in the damage control limit state. This is of practical significance in view of the current trend toward performance‐based design. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Multi-layer Tectonic Model for Intraplate Deformation and Plastic-Flow Network in the Asian Continental Lithosphere   总被引：5，自引：0，他引：5  

Wang Shengzu Institute of Geology  State Seismological Bureau  Beijing Liu Linqun 《《地质学报》英文版》1993,67(3)

In a large area of the east—central Asian continent there is a unified seismic network system composed of two families of large—seismic belts that intersect conjugately. Such a seismic network in the middle—upper crust is actually a response to the plastic flow network in the lower lithosphere including the lower crust and lithospheric mantle. The existence of the unified plastic flow system confirms that the driving force for intraplate tectonic deformation results mainly from the compression of the India plate, while the long-range transmission of the force is carried out chiefly by means of plastic flow. The plastic flow network has a control over the intraplate tectonic deformation.  相似文献   

重庆市矸石山环境地质灾害效应及稳定性分析   总被引：3，自引：1，他引：3  

董倩  刘东燕  彭文轩 《中国地质灾害与防治学报》2006,17(1):97-101

煤矸石是我国排放量及积存量最大的工业废弃物。我国现有矸石山1500余座,累计存量约34亿t。矸石排放量的持续增加造成严重的地质灾害隐患。论文分析了矸石山的污染效应、自燃效应、占地效应、爆炸效应、结构侵蚀效应、失稳效应及景观破坏效应系列环境地质灾害效应。为避免矸石山失稳所造成的危害,对重庆地区的矿区进行现场调研踏勘。根据其结果对影响矸石山稳定的因素及几种失稳模式进行了分析,并在此基础上,依据塑性极限分析原理,针对矸石山边坡失稳主要形式,利用极限分析上限定理推出了矸石山边坡稳定堆积高度的计算公式,并采用在重庆地区矿区调研踏勘及现场直剪试验所得到的参数进行计算,做出对应表格及曲线。其结果可作为确定矸石山实际堆放高度的理论依据。  相似文献   

采用掏土纠偏及袖阀管加固技术整治铁路桥涵不均匀沉降     

蒋丹阳 《探矿工程》2007,34(11):15-17,19

某钢筋混凝土箱形铁路桥发生不均匀沉降,经方案优化对比,采用了沉井射水掏土纠偏和塑料袖阀管注浆加固进行综合治理。介绍了其施工工艺和治理效果。  相似文献