期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
风化花岗混合岩富水段隧道突泥涌水灾害研究 被引量:3
1
作者 胡强 刘韬 《交通科技》 2021年第5期140-144,共5页
针对云南省某隧道在风化花岗混合岩富水段发生的突泥涌水事故,在对灾害成因及发展过程进行深入分析的基础上,提出针对性的灾害处治方案,并通过实际施工效果及后期监测量测对方案进行验证,主要结论如下:雨季集中降雨、地表汇水地形、围... 针对云南省某隧道在风化花岗混合岩富水段发生的突泥涌水事故,在对灾害成因及发展过程进行深入分析的基础上,提出针对性的灾害处治方案,并通过实际施工效果及后期监测量测对方案进行验证,主要结论如下:雨季集中降雨、地表汇水地形、围岩差异风化及水稳性差是诱发突泥涌水的环境因素;突泥涌水灾害发展迅猛,应急处治施工难以开展,应加强超前地质探测工作,以提前防范为主;处治方案应分轻重缓急有序开展,并遵循“排堵结合、综合治理”的原则,前期以排为主,后期以堵为主;帷幕注浆施工应适当加大注浆压力,并可考虑多次补注浆施工。 展开更多
关键词 隧道工程 花岗混合岩 突泥涌水 处治方案 帷幕注浆
下载PDF
Effect of granite gravel content on improved granular mixtures as railway subgrade fillings 被引量:2
2
作者 陈晓斌 李志勇 张家生 《Journal of Central South University》 SCIE EI CAS 2014年第8期3361-3369,共9页
The improved granular mixtures are widely used as the fillings of railway 8ubgrade, and in order to investigate the effect of coarse grain content on granular mixtures, a series of field tests were conducted. The expe... The improved granular mixtures are widely used as the fillings of railway 8ubgrade, and in order to investigate the effect of coarse grain content on granular mixtures, a series of field tests were conducted. The experimental results indicate that the permeability coefficient increases significantly with the increment of granite gravel content, especially in the range of 60%-70%. Thcrc exists a coarse grain content limit defined as 53%-58.5% to reform the permeable granular skeleton. Beyond this limit, the permeable granular skeleton is efficiently formed, and the macro pores between the separate gravels are partially filled, which is the explanation lbr the permeability increase. The investigations indicate the subgrade resistance modulus (ks0, Ev2, and Evd) depends on the granite gravel content, and the resistance modulus increases significantly beyond granite gravel content of 50%. The skeletons of granitc gravel clayey sand mixture change in the long-term deformation objected to the train-induced dynamic load, which involves three main repeated and circular deformation stages. Generally, the long-time deformation is explained as the gravel crushing and filling the internal porous space with crushed gravel fragments. Through these investigations, the C40-G60 or C30-G70 is recommended as an optimum soil mixture for the good permeability and high resistance modulus. 展开更多
关键词 granular mixture coarse grain content permeability coefficient railway subgrade fillings subgrade resistance modulus
下载PDF
Magma mixing of granites at Lianghe:In-situ zircon analysis for trace elements, U-Pb ages and Hf isotopes 被引量:28
3
作者 CONG Feng LIN ShiLiang +4 位作者 ZOU GuangFu LI ZaiHui XIE Tao PENG ZhiMin LIANG Ting 《Science China Earth Sciences》 SCIE EI CAS 2011年第9期1346-1359,共14页
In this paper, we report an integrated study of trace element, U-Pb age and Hf isotopic composition of zircons from alkali feldspar granites, granodiorites and diorite enclaves in a recently discovered ring complex at... In this paper, we report an integrated study of trace element, U-Pb age and Hf isotopic composition of zircons from alkali feldspar granites, granodiorites and diorite enclaves in a recently discovered ring complex at Lianghe in western Yunnan, Chi na. The granitoids showed identical U-Pb ages of 127, 115 and 122 Ma, from felsic to mafic, but had different zircon trace el ements and Hf isotopic compositions. Trace element content decreased with a gradual increase in εHf(t) values of ?9.1 to ?5.4, ?4.5 to 0, and 3.6 to 6.2, respectively. Results indicate that changes in zircon trace elements generally correlate with changes in Hf isotope signatures within single samples and among various granitoids. These relationships reflect the mixing of felsic and mafic magmas. Evidence indicates that depleted mantle-derived mafic magma underplating caused ancient crustal melting, and then formed large-scale granites in Lianghe during the Early Cretaceous. These granodiorites were formed mainly by the mix ing of mafic magma and granitic magma. 展开更多
关键词 Lianghe ZIRCON trace element U-Pb age Hf isotope magma mixing
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部