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桩基低应变完整性检测的分析研究 总被引:12,自引:0,他引:12
本文简述了现场浇注混凝土桩的低应变完整性试验的基本理论和方法。文中设定了几个简单的分析模型,利用三维显式有限元法,对有局部材料缺陷桩完成了冲击荷载作用下的动力反应分析。同时,根据分析结果,对低应变完整性检测试验的实施方案,各种因素的影响效果以及试验结果的分析方法等若干问题进行了初步探讨。 相似文献
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TJ-2体应变传感器传递函数测试 总被引:1,自引:1,他引:0
为对TJ-2体积式应变传感器传递函数做测试,设计传递函数测试装置,介绍传递函数估计方法,给出传感器输出接10 Hz低通滤波器和无滤波时传递函数拟合结果,并对测试结果和测试装置问题进行分析。测试结果表明,该传感器输出频带大于10 Hz,可应用于动态信号观测。 相似文献
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从几个主要方面谈了科技档案的管理方法。科学、规范化地管理科技档案是高效利用档案的基础。计算机技术的广泛应用为科技档案的信息化管理提供了技术平台。 相似文献
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根据基桩低应变检测的基本原理,对于大型模拟缺陷桩低应变反射波法曲线进行了分析,以便在解释反射波法曲线时作为借鉴,提高基桩质量检测的可靠度。 相似文献
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根据圣维南原理分析瞬态激振后,桩柱式基础桩身内应力波特征。认为盖梁顶部激振、基桩顶面和墩柱结合部激振时,应力波在桩身内仍可满足平截面假定。提出桩身内应力波是否为平面波的判别方法,设计并完成2组现场试验。盖梁顶部激振时,应力波同步到达同一桩身横截面侧壁各拾振区,且计算得到的横截面中心处首波波峰与侧壁处首波波峰到达时刻基本一致,满足低应变法中平截面成立的条件。而基桩和墩柱结合部激振试验则表明,在远离系梁的拾振横截面内,应力波才可认为同步到达各拾振区,且计算得到的拾振横截面中心处首波波峰与侧壁处首波波峰到达时刻基本一致。故对于基桩和墩柱结合部激振激振的情形,远离系梁的桩身内平截面假定才可成立。 相似文献
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关于地震预警的几个问题 总被引:1,自引:1,他引:0
地震预警是建立在高密度地震台网基础上的新技术,本文就地震预警的一些基本概念、关键技术、预警效果、预警部署及其在防震减灾方面的作用等进行了讨论,指出了地震预警存在的问题,以及需要研究的方向,并首次提出了预警能力、预警无效区、预警受益区、预警反应时间的概念.地震预警能力受预警系统的制约,实际地震预警能力除与台网密度、预警模式、自动处理系统、数据传输模式、发布系统等因素有关外,还与地震破裂性质有关.同时强调地震预警部署是复杂的社会工程,需要全社会的共同参与. 相似文献
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低应变反射波法在桩基完整性检测技术中愈来愈占有重要的地位,但简便易行的优点也造成了检测结果精确性的不足,本文结合反射波法在实践中的应用,就球面波、人为造成波阻抗变化在检测中的影响等几方面和读者进行探讨。 相似文献
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This paper presents the results of in situ measurements during dynamic pile testing at a construction site in Louvain-la-Neuve. Main objectives are the investigation of the pile response and the free field vibrations due to low strain dynamic loading on a single cast in situ pile with a 5.5 kg hammer impact on the pile head. Whereas low strain testing is usually performed to assess the integrity of the pile as a structural member, this study focuses on both pile and ground vibrations. The pile head response and ground motions are measured with accelerometers during different blows with the impact hammer. The dynamic characteristics of the soil are determined with a SASW test. Experimental results are compared with predictions obtained with a coupled finite element–boundary element model. The computed pile head and free field response show a good correspondence with the measured response. In addition, the static stiffness of the pile estimated by means of the mobility function shows a very good agreement with the value calculated by an analytical formulation. 相似文献
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由于施工人员没有按有关规范要求施工,预应力管桩锤击法沉桩过程中接口经常出现质量问题,导致接口处出现断桩情况,高应变法检测此类缺陷有明显优势。预应力管桩接口处断桩虽然不影响竖向承载力,但能否继续使用则要看它的用途。以一些工程检测实例,分析预应力管桩桩身与接口处断桩问题在高应变法检测中的表现。 相似文献
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高应变法检测是基桩检测技术的一种重要手段,但是该方法检测承载力存在误差,因此受到许多争议。本文以广东惠州地区两项工程的检测实践为例,分别采用前后两组不同拟合参数,对检测数据进行了承载力拟合计算,分别得出了前后两种不同的计算结果。并通过动、静两种方法的对比检测,分析了高应变法检测承载力误差产生的主要原因,粗略探讨了对高应变法检测的一些认识。 相似文献
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中国大陆7级强震前中小地震应变释放特征 总被引:3,自引:0,他引:3
给出加速模型拟合的穷举方法,以中国大陆21次6.8级以上地震为例,在单个震例详细研究的基础上,总结中国大陆7级左右地震前地震应变释放的群体特征。 总的来看,7级左右地震前中小地震应变释放模式可分为5类,第Ⅰ类是震前震中周围较大范围应变释放加速、震中附近较小范围应变释放减速(DA),约占38%; 第Ⅱ类是震中附近较大范围应变释放减速、较小范围应变释放加速(AD),约占19%; 第Ⅲ类仅能检测出应变释放的加速特征(ASR),约占14%; 第Ⅳ类仅能检测出应变释放的减速特征(DSR),约占24%; 第Ⅴ类仅1例,各种尺度的时、空范围内,基本上呈现应变匀速释放特征(LSR)。 前兆性地震序列应变加、减速释放的持续时间一般相差3~6年,这表明增强基础上的平静往往是强震前中小地震活动典型的应变释放特征。 DA模式中震前具有稳定的应变加、减速释放特征的临界区域范围平均来看大约分别是震中附近260~400 km及100~200 km,大约分别是7级左右地震平均破裂尺度的3~5倍及1~2倍; AD模式与此相反。 模型参数m值具有较好的稳定性,就应变释放加速现象而言,无论何种应变释放模式、无论应变释放的绝对量如何,其加速释放速率大体相当。 而从应变释放减速情形来看,“外围增强、内部减弱”的DA模式,其应变减速释放特征最为明显。 相似文献
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Strain and shear types of the Louzidian ductile shear zone in southern Chifeng, Inner Mongolia, China 总被引:5,自引:0,他引:5
WANG XinShe ZHENG YaDong & WANG Tao Institute of Geology Chinese Academy of Geological Sciences Beijing China The Laboratory of Orogenic Belts Crustal Evolution Peking University Beijing China 《中国科学D辑(英文版)》2007,50(4):487-495
The Louzidian ductile shear zone at the south of Chifeng strikes NE-SW and dips SE at low-medium- angles. This ductile shear zone is mainly composed of granitic mylonite, which grades structurally upward into a chloritized zone, a microbreccia zone, a brittle fault and a gouge zone. All these zones share similar planar attitudes, but contain different linear attitudes and kinematic indicators. Finite strain measurements were performed on feldspar porphyroclasts using the Fry method. These meas- urements yield Fulin indexes of 1.25―3.30, Lode's parameters of -0.535―-0.112 and strain parameters of 0.41―0.75 for the protomylonite, respectively. These data are plotted within the apparent constric- tional field in Fulin and Hossack diagrams. In contrast, for the mylonite, corresponding parameters are 0.99―1.43, -0.176―-0.004 and 0.63―0.82, respectively, and located in the apparent constrictional field close to the plane strain. The mean kinematic vorticity numbers of the protomylonite and mylonite by using three methods of polar Mohr circle, porphyroclast hyperbolic and oblique foliation, are in the range of 0.67―0.95, suggesting that the ductile shearing is accommodated by general shearing that is dominated by simple shear. Combination of the finite strain and kinematic vorticity indicates that shear type was lengthening shear and resulted in L-tectonite at the initial stage of deformation and the shear type gradually changed into lengthening-thinning shear and produced L-S-tectonite with the uplifting of the shear zone and accumulating of strain. These kinds of shear types only produce a/ab strain facies, so the lineation in the ductile shear zone could not deflect 90° in the progressively deformation. 相似文献
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The deep oil exploration drillings in Denmark have shown that especially the Danish Embayment contains low enthalpy geothermal resources associated with warm aquifers. The most promising reservoirs have been found in highly permeable Upper Triassic sand and sandstone beds, which cover at least 5000 km2 at depths of 2000–3000 m and at temperatures of 60–100°C. The porosity of the main reservoir is of 15–25%, and the permeability is presumed to be approximately 1 darcy (10–12 m2) or higher. A layer thickness of 30–60 m has been observed on a number of localities. Also the Middle Jurassic and the Lower Triassic contain reservoirs of interest. A major geothermal exploration work is planned with seismic investigations, drillings to depths of 2000–4000 m and probably establishment of pilot district heating plants. 相似文献