水上钻孔灌注桩施工工艺   总被引：3，自引：0，他引：3  

皮跃进 《福建地质》2001,20(1):53-56

水上钻孔灌注桩施工应根据水底地质地貌情况，解决好护筒的选型、止漏、埋设、吊拔以及水中桩身的保护。  相似文献   

Significance of pot and gutter casts in a Middle Triassic carbonate platform, Betic Cordillera, southern Spain   总被引：3，自引：0，他引：3  

A. Pérez-López 《Sedimentology》2001,48(6):1371-1388

Pot casts and gutter casts are described for the first time in the lower part of the Majanillos Formation, a Middle Triassic carbonate unit located in the External Zones of the Betic Cordillera (southern Spain). Their identification, as well as their relation to tempestites, enables the better interpretation of the depositional environments and the shoreline-to-offshore facies transition on the Anisian muddy carbonate ramp of the southern Iberian Massif. The Majanillos Formation contains three members, which become progressively more marly towards the top. Well-preserved pot and gutter casts and thin intercalations of calcarenite, which are interpreted as tempestites, are abundant in the lowest member. Above the pot and gutter casts, thicker calcarenite beds, which locally contain hummocky cross-stratification, predominate. Bioturbated nodular limestones are prevalent at the top of the member. The remaining succession, which records a long-term Triassic transgressive cycle, consists mostly of fine-grained limestones deposited in very shallow-marine environments. Calcarenitic sediments only accumulated within potholes and gutters in the nearshore. They developed during storms when strong currents transported sediment to the outer shelf, where it was deposited as tempestite beds. Pot and gutter casts characterize sedimentation in the bypass zone. It is concluded that storm deposits provide important constraints for the interpretation of palaeobathymetry; it is proposed that gutter casts display a trend of increasing width/thickness ratios towards the outer shelf. The identification of these structures in marine successions elsewhere should prove useful in the interpretation of depositional environments.  相似文献   

康定,东川两地段强震活动对比及在川滇强震预测中的意义     

黄圣睦 《地震研究》1993,16(3):239-245

本文提出了具有相似活动构造背景的强震多发段康定段和东川段。对两者历史强震迁移和与川滇大地震的紧密联系,作了较有说服力的多次震例证明,因而本文所论及的有关活动特征在川滇未来强震预测中有一定参考价值。  相似文献   

九女磷矿地压监测与空场处理   总被引：5，自引：0，他引：5  

李俊平  玉国进 《岩土力学》1993,14(2):35-40

鄂西九女磷矿的矿层位于高山之下,倾角7°—10°,厚2 m左右,采用房柱法开采。由于大面积空场的存在,地压活动明显。为了防止大规模地压活动,采用爆破崩顶,声发射技术及其它手段监测崩顶过程。结果,成功地消除了空场,控制了冒落范围,并作出了预报,保证了采矿的安全,取得了明显的社会、经济效益。  相似文献   

锦屏Ⅰ级水电站开挖边坡稳定性三维有限元分析   总被引：3，自引：0，他引：3  

夏红萤  董孝璧  沈军辉 《铀矿地质》2004,20(3):183-187

采用 3D δ数值模拟方法研究和论证锦屏Ⅰ级水电站拱肩槽边坡的稳定性。重点对坝址区河谷形成过程中河谷应力场进行了模拟分析 ,对河谷现今应力场进行了拟合分析并对拱肩槽边坡在开挖过程中和开挖后的应力、应变场特征和演化规律进行了三维有限元分析。揭示了边坡失稳的可能形式及部位 ,并据此对边坡的稳定性进行分析与评价 ,为边坡的开挖设计和施工提供了科学依据。  相似文献   

锦屏一级水电站左坝肩边坡开挖三维有限元分析     

薛翊国  陈剑平  黄润秋  严明 《世界地质》2006,25(2):196-200

应用3Dσ软件对锦屏一级水电站左坝肩高边坡开挖过程进行三维有限元模拟,并对左坝肩缆机平台以上边坡和拱肩槽边坡的应力、位移情况进行详细的模拟。模拟结果表明:开挖坡面产生不同程度的张拉应力区域;缆机平台和拱肩槽槽坡底部产生一些竖直方向的回弹变形和水平向坡外的变形;5#梁山脊在拱肩槽开挖后将产生进一步的卸荷松弛,表层岩体稳定性将可能恶化,F42 9断层以上的大块岩体将是一个潜在的威胁,这些区域是逐级开挖过程中边坡支护设计的重点。  相似文献   

二维地震勘探变观量板图及其应用   总被引：1，自引：0，他引：1  

WANG Li-bin ZHANG Hai-ying REN Ri-chun LIU Hai-tao GAO Yuan Geophysical Prospecting Company of Coal Geology in Jilin Province  Changchun  China 《吉林大学学报(地球科学版)》2006,(Z2)

在以炸药为震源的二维地震勘探野外资料采集施工中,需要避开各种不能钻井放炮的障碍物,根据勘查区设计任务书的施工参数,可以画出变观量板图。变观量板图具有快速变观的作用,野外所遇到的不同距离的障碍物可以通过变观避开,给施工提供方便,变观量板图具有实际应用价值。  相似文献   

Micro-sequential contour blasting—how does it influence the surrounding rock mass?     

Agne P. Rustan 《Engineering Geology》1998,49(3-4):303-313

The optimal delay time between the contour holes in rock blasting has been studied by theoretical and empirical research in Sweden, regarding ground vibrations, increase in crack frequency, radial crack length and finally overbreak (half cast factor). The model test presented in this paper concerns controlled contour blasting in tunnelling and the full-scale blasts concern tunnelling, road cutting, and dimensional stone quarrying. The results indicate that the microsequential contour blasting technique (contour holes fired in sequence and with a delay in the order of 1–2 ms) is superior to simultaneous initiation both regarding blast-induced ground vibrations and crack frequency increase in the rock mass. Both these evaluation methods reflects the conditions deeper in the remaining rock mass. Simultaneous initiation, however, is superior to micro-sequential contour blasting both regarding the half cast factor and the length of radial cracks emanating from the blastholes. These two parameters are more related to the surface conditions after blasting. The industrial applications of this new knowledge are the use of micro-sequential contour blasting when ground vibrations are of greater concern than the contour, for example, in trench blasting or quarrying in urban areas, and the use of simultaneous initiation when an even rock surface is of high priority.  相似文献   

Some aspects of cast blasting techniques for dam construction     

G. R. Adhikari  R. N. Gupta 《Geotechnical and Geological Engineering》1989,7(4):301-313

Summary A proposal is under consideration to construct a dam on an experimental basis by a cast (or directional) blasting technique, DBT. The dam site is located at Bharari Khad, a tributary of the Sutlaz river in Himachal Pradesh. Site investigations have been completed and a large scale blast has been designed for construction of the experimental dam.The paper describes the basic design concept of DBT and application of throw and caving methods for construction of dams. The preliminary tests required to design the blasting pattern are detailed. The technique has a great potential because it reduces construction cost and time particularly in inaccessible mountain regions.  相似文献   

皖南山区高路堑边坡的综合处理   总被引：1，自引：0，他引：1  

鲍本健  章学义 《安徽地质》2002,12(4):248-251

主要介绍皖南山区采用浆砌片石护坡、支撑渗沟、喷射混凝土锚杆、浆砌片石护面墙等方法联合加固公路深路堑边坡的成功经验.  相似文献