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Geochemical Characteristics and Tectonic Setting of the Laohushan Basalts, North Qilian Mountains 被引量:8
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作者 QIAN Qing and ZHANG Qi Institute of Geology and Geophysics, CAS, P. O. Box 9825, Beijing 100029 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2001年第4期452-457,共6页
The Ordovician Laohushan ophiolite, located in the eastern part of the North Qilian Mountains, is mainly composed of meta-peridotites, gabbros and basalts alternating with sediments. The sediments are mainly turbidite... The Ordovician Laohushan ophiolite, located in the eastern part of the North Qilian Mountains, is mainly composed of meta-peridotites, gabbros and basalts alternating with sediments. The sediments are mainly turbidites, including sandstones, siltstones, cherts etc. Major elements show that the basalts are subalkaline tholeiites and may be analogous to ocean-floor basalts. Except a few N-MORBs, most of the basalts are E-MORBs as indicated by incompatible element ratios such as (La/Ce)N, La/Sm, Ce/Zr, Zr/Y and Zr/Nb. Negative Nb anomaly is common but negative Zr, Hf and Ti anomalies are quite rare. Based on the geochemical characteristics, it is suggested that the Laohushan basalts were formed in a back-arc basin. ENd (t) of the basalts ranges between +3.0 and +8.9 and (87Sr/86Sr), ranges between 0.7030 and 0.7060, indicating a depleted mantle source which was mixed with more or less enriched mantle components. Furthermore, the petrography of the sandstones and geochemistry of the cherts suggest that the sediments were deposited near a continental margin. 展开更多
关键词 North Qilian mountains laohushan BASALTS SEDIMENTS GEOCHEMISTRY
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舟山大陆连岛工程老虎山局部边坡稳定性及加固处理
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作者 王武刚 卢桂臣 +2 位作者 潘永坚 梁龙 阮孟龙 《地质灾害与环境保护》 2006年第1期82-85,共4页
舟山大陆连岛工程西堠门大桥为一主跨跨度1 650 m的悬索桥,其北塔位于海中的老虎山上。老虎山四周临空,山体单薄,缓倾坡外裂隙构成边坡稳定的潜在底滑面,尽管塔基所在工程边坡整体稳定,但浅表部存在不稳定块体。本文对浅表部边坡进行了... 舟山大陆连岛工程西堠门大桥为一主跨跨度1 650 m的悬索桥,其北塔位于海中的老虎山上。老虎山四周临空,山体单薄,缓倾坡外裂隙构成边坡稳定的潜在底滑面,尽管塔基所在工程边坡整体稳定,但浅表部存在不稳定块体。本文对浅表部边坡进行了在最不利工况下的定量计算和分析,并提出对边坡所在最低海水位以上浅表部岩体进行框架梁锚索和锚杆加固方案,加固后工程边坡稳定性系数都在1.5以上,满足工程安全要求。 展开更多
关键词 老虎山 边坡稳定 加固处理 浅表部
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舟山大陆连岛工程西堠门大桥北塔位天然岩质边坡的稳定性 被引量:1
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作者 潘永坚 《山地学报》 CSCD 2004年第4期467-471,共5页
舟山大陆连岛工程西堠门大桥为一主跨跨度1650m的悬索桥,其北塔位于海中的老虎山上。因老虎山山体略显单薄,山体受数条断层及其他构造裂隙的影响,整体完整性中等到一般。在大量现场地质调查基础上,对老虎山南侧天然边坡稳定性进行分析研... 舟山大陆连岛工程西堠门大桥为一主跨跨度1650m的悬索桥,其北塔位于海中的老虎山上。因老虎山山体略显单薄,山体受数条断层及其他构造裂隙的影响,整体完整性中等到一般。在大量现场地质调查基础上,对老虎山南侧天然边坡稳定性进行分析研究,并提出相应加固建议措施。 展开更多
关键词 西堠门大桥 岩体结构 边坡稳定
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