核电站扩建工程基坑开挖爆破振动安全控制          下载免费PDF全文

韩文红  徐全军  温尊礼  姜楠  李志龙 《探矿工程》2011,38(6):70-72

结合秦山核电二期扩建工程,在已运行核电站附近新扩建核电站的大型基坑开挖过程中进行爆破振动的监测与爆破振动的控制。通过理论分析与监测等多种手段对爆破振动进行有效的控制,确保了正在运行核电站的安全。所总结的减震措施经验对其他核电站的爆破振动控制具有借鉴作用。  相似文献   

苏77-5-8H井大斜度穿煤层安全钻井技术          下载免费PDF全文

柯学  李继营  池崇荣  刘志良 《探矿工程》2011,38(12):13-17

苏77-5-8H井为苏里格气田苏77区块第一口利用水平井提高山23组开发效益的大斜度穿煤层水平井,目的层山23储集砂岩上部发育厚度25～30 m的碳质泥岩和煤层段,由于煤系地层的特殊性,钻进过程中易坍塌,且煤系地层正好处于入靶前的造斜井段,钻井施工难度大、风险高。在分析了煤层井壁稳定机理基础上,针对苏77区块地层特性和水平井钻井施工的难点,分析了该井主要技术难点,重点从井眼轨迹轨道设计优化、轨迹控制及施工技术措施和钻井液技术等方面对该井安全技术进行了全面的介绍,为今后同类井钻井提供可参考的经验。  相似文献   

锦屏二级水电站隧洞无盖重高压固结灌浆试验   总被引：3，自引：0，他引：3       下载免费PDF全文

邹刚 《探矿工程》2011,38(5):74-77

水工隧洞高压固结灌浆的目的是加固隧洞围岩、封闭隧洞周边岩体裂隙,提高隧洞围岩的整体性和抗变形能力,增强围岩抗渗能力和长期渗透稳定性。主要介绍了引水隧洞在未进行混凝土衬砌的条件下实施高压防渗固结灌浆施工的试验及其成果,为该类洞段灌浆设计和施工提供依据。  相似文献   

超长细桩成孔垂直度施工控制          下载免费PDF全文

张军旗  任世校  赵丽 《探矿工程》2011,38(1):66-67

通过天津高银商务区117主塔楼基础桩施工实践,就超长细桩成孔垂直度控制问题进行试验、研究,提出一些具体的控制措施,总结了施工经验和体会。  相似文献   

黎平古邦金矿区控矿因素及找矿方向     

蒲开兴  石庆鹏  文星桥 《贵州地质》2011,28(3):200-205,234

通过对古邦金矿区控矿因素即地层、构造及岩相古地理研究,认为区内南华系长安组含金较高,为金成矿提供一定的物源;矿区金矿化类型为构造蚀变岩型、石英薄脉型金矿;区内南华系长安组为一套冰期—间冰期沉积,其地层岩性对区内金成矿具专属性;该区劈理密集带内发育有断裂构造的（构造蚀变带）明显地控制了金矿化体的展布;呈密集的陡倾斜压剪性...  相似文献   

地面加密自动站资料同化和数值模拟   总被引：7，自引：5，他引：2  

程磊  沈桐立  徐海明  刘聪 《气象科学》2011,31(1):24-32

采用美国多部门研制的WRF模式及其四维变分同化系统,对2008年5月长江中下游地区一次强对流暴雨天气过程进行了数值模拟试验;并分别将质量控制前和质量控制后的华东地区地面加密自动站资料加入模式进行四维变分同化试验,与实况进行了对比。结果表明:模拟试验能较好的模拟此次降水过程;而采用四维变分同化经质量控制后的地面加密资料,模式效果最好,使降水预报在降水落区和降水量上都获得较为明显的改善;但质量控制前四维同化改善效果不明显。这说明地面资料的质量控制很重要,它能去伪存真。有效地利用地面加密自动站资料,能使资料的加入与模式更协调,从而得到了最佳的模拟效果。  相似文献   

适用于全国气象自动站正点相对湿度资料的质量控制方法   总被引：6，自引：5，他引：1  

赵煜飞  任芝花  张强 《气象科学》2011,31(6):687-693

在国家气象信息中心制作的全国自动站正点相对湿度资料数据集基础上,结合地面月报文件中相对湿度资料,通过深入分析错误数据的存在方式,最终研制形成全国自动站(包括国家级自动站和区域自动站)正点相对湿度资料质量控制方案.利用该方案,对2006-2009年实时上传的全国自动站正点相对湿度资料进行了质量评估,数据的可用率、可疑率、错误率分别为:96.68％、0.30％、3.02％.并指出当经过质量控制后,数据被判为可疑数据时,可考虑结合人工分析辅助判断.  相似文献   

Tall building vibration control using a TM‐MR damper assembly: Experimental results and implementation     

Rene Zemp  Juan C. de la Llera  Paul Roschke 《地震工程与结构动力学》2011,40(3):257-271

This paper summarizes the relevant results of the design, construction, testing, and implementation of a nominal 120 kN magnetorheological damper developed to control a free‐plan tall building in Santiago, Chile, equipped with two 160‐ton tuned masses. Cyclic as well as hybrid simulation tests were performed on the prototype damper. Global building responses using measured MR properties showed good correlation with analytical estimations. Also, a proposed physical controller for the MR damper was validated through hybrid and building pull‐back tests. Its performance is essentially equivalent to that of an LQR controller, but the information needed in its implementation is considerably less. Pull‐back tests of 10 cm amplitude were performed on one mass along the flexible edge of the building and its response controlled using the passive and controlled modes of the MR damper. The MR damper was capable of controlling the TM displacements very effectively, as well as the simulated building response for different ground motions and harmonic excitation. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Optimal design of superelastic‐friction base isolators for seismic protection of highway bridges against near‐field earthquakes     

Osman E. Ozbulut  Stefan Hurlebaus 《地震工程与结构动力学》2011,40(3):273-291

The seismic response of a multi‐span continuous bridge isolated with novel superelastic‐friction base isolator (S‐FBI) is investigated under near‐field earthquakes. The isolation system consists of a flat steel‐Teflon sliding bearing and a superelastic NiTi shape memory alloy (SMA) device. The key design parameters of an S‐FBI system are the natural period of the isolated bridge, the yielding displacement of the SMA device, and the friction coefficient of the sliding bearings. The goal of this study is to obtain optimal values for each design parameter by performing sensitivity analysis of a bridge isolated by an S‐FBI system. First, a three‐span continuous bridge is modeled as two‐degrees‐of‐freedom with the S‐FBI system. A neuro‐fuzzy model is used to capture rate‐ and temperature‐dependent nonlinear behavior of the SMA device. Then, a set of nonlinear time history analyses of the isolated bridge is performed. The variation of the peak response quantities of interest is shown as a function of design parameters of the S‐FBI system and the optimal values for each parameter are evaluated. Next, in order to assess the effectiveness of the S‐FBI system, the response of the bridge isolated by the S‐FBI system is compared with the response of the non‐isolated bridge and the same bridge isolated by pure‐friction (P‐F) sliding isolation system. Finally, the influence of temperature variations on the performance of the S‐FBI system is evaluated. The results show that the optimum design of a bridge with the S‐FBI system can be achieved by a judicious specification of design parameters. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Bi‐directional coupled tuned mass dampers for the seismic response control of two‐way asymmetric‐plan buildings     

Keh‐Chyuan Tsai  Yi‐Jer Yu 《地震工程与结构动力学》2011,40(6):675-690

This paper proposes bi‐directional coupled tuned mass dampers (BiCTMDs) for the seismic response control of two‐way asymmetric‐plan buildings subjected to bi‐directional ground motions. The proposed BiCTMD was developed from the three‐degree‐of‐freedom modal system, which represents the vibration mode of a two‐way asymmetric‐plan building. The performance of the proposed BiCTMD for the seismic response control of elastic two‐way asymmetric‐plan buildings was verified by investigating the reductions of the amplitudes of the associated frequency response functions. In addition, the investigation showed that the proposed BiCTMD is effective in reducing the seismic damage of inelastic asymmetric‐plan buildings. Therefore, the BiCTMD is an effective approach for the seismic response control of both elastic and inelastic two‐way asymmetric‐plan buildings. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献