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影响软弱夹层抗剪强度的主要因素及其相关关系研究 被引量:6
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作者 张咸恭 聂德新 韩文峰 《地质灾害与环境保护》 1990年第2期30-33,共4页
软弱夹层是岩体中强度最低的单元,是控制岩体稳定的重要结构面.前人对影响其强度的主要因素研究虽多,但多未研究各因素的综合影响,更未找出这些因素与强度的相关关系及其相应的相关方程。本文在探讨与分析夹泥的密度、含水量、粘土矿物... 软弱夹层是岩体中强度最低的单元,是控制岩体稳定的重要结构面.前人对影响其强度的主要因素研究虽多,但多未研究各因素的综合影响,更未找出这些因素与强度的相关关系及其相应的相关方程。本文在探讨与分析夹泥的密度、含水量、粘土矿物类型和稠度状态等因素,在饱水状态下对抗剪强度的综合影响的基础上,提出了状态稠度指标W_s/W_p来研究各因素对夹泥强度的综合影响。最后还提出了表征各因素与抗剪强度的相关方程。 展开更多
关键词 夹泥 抗剪强度 软弱夹层 粘土矿物 结构面 塑限 中强度 蒙脱石含量 饱水 地应力作用
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苏南地区几条北西向断裂显微构造与组构的初步研究 被引量:2
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作者 周振国 王允侠 《上海国土资源》 1986年第2期1-10,共10页
地壳发生的一切变形都是地应力作用的结果。在构造应力作用下,组成地壳的岩石、矿物必然发生变形,这些变形也必然在岩石、矿物内遗留下各种构造形迹——显微构造;同时,矿物的形体方位和晶格方位也会产生相应的定向排列(优选方位)——组... 地壳发生的一切变形都是地应力作用的结果。在构造应力作用下,组成地壳的岩石、矿物必然发生变形,这些变形也必然在岩石、矿物内遗留下各种构造形迹——显微构造;同时,矿物的形体方位和晶格方位也会产生相应的定向排列(优选方位)——组构。近年来,显微构造与组构的研究不仅用于地质构造的运动学和动力学研究,而且日益受到构造地质、地震地质和岩石力学的研究者们的重视。 展开更多
关键词 显微构造 组构分析 构造地质 构造应力作用 压扭性断裂 断裂构造岩 变形纹 消光位 地应力作用 角砾岩
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苏南地区几条北西向断裂的显微构造及组构的研究
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作者 周振国 王允侠 《上海国土资源》 1984年第2期18-,共1页
地壳各部分发生的一切形变都是地应力作用的结果。在构造应力作用下,组成地壳的岩石矿物也必然发生形变,从而形成各种显微构造形迹并产生相应的规律变化,这种变化表现在矿物形体方位和晶格方位上的定向排列——优选方位。石英是对应力... 地壳各部分发生的一切形变都是地应力作用的结果。在构造应力作用下,组成地壳的岩石矿物也必然发生形变,从而形成各种显微构造形迹并产生相应的规律变化,这种变化表现在矿物形体方位和晶格方位上的定向排列——优选方位。石英是对应力作用最敏感的矿物之一。本文通过对苏南地区的虞山、沙山和西京山等三条北西向断裂所产生的构造岩的研究,阐述了石英的一系列显微构造形迹:波状消光。 展开更多
关键词 显微构造 岩石矿物 构造应力作用 定向排列 构造岩 地应力作用 形变特征 区域构造应力 西京 地质构造特征
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哀牢山工程地质问题及对策
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作者 刘伟 《云南地质》 2010年第4期463-466,共4页
哀牢山地区工程地质及水文地质条件十分复杂:构造运动、斜坡地形、水文地质条件、地层岩性及高地热异常、高地应力的作用等"两高"、"四复杂",使哀牢山地区的工程地质条件十分困难。对工程方案及工程措施提出改进建... 哀牢山地区工程地质及水文地质条件十分复杂:构造运动、斜坡地形、水文地质条件、地层岩性及高地热异常、高地应力的作用等"两高"、"四复杂",使哀牢山地区的工程地质条件十分困难。对工程方案及工程措施提出改进建议,确保穿越哀牢山区铁路等线状工程方案合理、措施得当。 展开更多
关键词 复杂地质条件 构造运动 地应力作用 工程地质难点 云南哀牢山地区
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JUNCTION BETWEEN GANJIANG FAULT AND TANLU FAULT AND ITS SIGNIFICANCE TO MINERALIZATION 被引量:2
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作者 CUIXuejun XIABin +3 位作者 ZENGZuoxun LIULilin CHENXiangyun YANGWeiran 《Geotectonica et Metallogenia》 2005年第1期1-12,共12页
The concept of fault junction is proposed to describe the relationship between the two faults by the authors. The junction relationship between Ganjiang and Tanlu faults is analyzed in this paper, and this has been el... The concept of fault junction is proposed to describe the relationship between the two faults by the authors. The junction relationship between Ganjiang and Tanlu faults is analyzed in this paper, and this has been elucidated through numerical simulation about the tectonic stress field analysis. Numerical simulation of the tectonic stress field conducted for the major mineralization stage of the Jiujiang-Ruichang junction area reveals that the stress field of the junction structure at the major mineralization stage shows a relatively close relationship with the formation of the ore deposits (occurrences). 展开更多
关键词 junction relationship numerical simulation Jiujiang-Ruichang junction area structural stress field MINERALIZATION
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分析研究地震成因,探索防震减灾科学实践与理论,创建防震减灾科学理论体系 被引量:6
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作者 庄庆祥 《能源与环境》 2014年第6期2-3,7,共3页
通过地震成因的讨论分析与研究,找出地震孕育、发生、发展的规律,剖析各种地震成因说的作用与真伪;确立震源爆炸物质-地壳岩石与地幔岩浆中富集浓缩的核类物质是地震发生的根本决定性因素。地震,地应力与断层活动作用力不是爆炸物质,只... 通过地震成因的讨论分析与研究,找出地震孕育、发生、发展的规律,剖析各种地震成因说的作用与真伪;确立震源爆炸物质-地壳岩石与地幔岩浆中富集浓缩的核类物质是地震发生的根本决定性因素。地震,地应力与断层活动作用力不是爆炸物质,只会引起的岩石或岩浆平面上的破裂或断裂,而绝不会发生爆炸,也绝对不会产生地震冲击波即不会发生地震;在地震成因分析研究取得突破的基础上,力争在较短的时间内创立起释放地热能转换地震能量防震减灾的科学理论体系。 展开更多
关键词 地震成因 核转变能 震源爆炸 地应力与断层活动作用 释放地热能 防震减灾
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Research on the Changes of Celestial Tide-generating Force and the Outgoing Long-wave Radiation before the Lushan (China) M_S7.0 Earthquake 被引量:1
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作者 Shi Haixia Ma Weiyu +1 位作者 Lu Xian Monika Joshi 《Earthquake Research in China》 CSCD 2015年第3期404-411,共8页
Calculation of tidal changes reveals that the MS 7. 0 Lushan County,Sichuan,China,earthquake of April 20,2013 occurred at the minimum phase point of tidal force. It indicates that the seismogenic fault on which the ti... Calculation of tidal changes reveals that the MS 7. 0 Lushan County,Sichuan,China,earthquake of April 20,2013 occurred at the minimum phase point of tidal force. It indicates that the seismogenic fault on which the tidal force acts on is of thrust type. The outgoing long-wave radiation( OLR) is the energy radiating from the Earth as infrared radiation at low energy to space. According to the tidal cycle,abnormal OLR change is analyzed based on NOAA satellite data around the whole of China before and after the earthquake. The result shows that the OLR changed evidently with the tide force change.Temporally,the change went through the course: initial OLR rise → s trengthening →reaching abnormal peak → a ttenuation → r eturning to normal; in space,the abnormal area was distributed along the Longmenshan fault and evolved as: scattering→ c onvergent→ s cattering. The process is similar to the change process of rock breaking under stress loading. It indicates that the celestial tidal force can trigger earthquakes when the tectonic stress reaches the critical break point of an active fault and the OLR anomaly is proportional to the seismic tectonic stress change. It is of practical value to combine OLR and tidal force anomaly with earthquake precursor studies. 展开更多
关键词 Celestial fide-generating force Outgoing long-wave radiation Lushan earthquake CHANGES
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Safety analysis of building foundations over old goaf under additional stress from building load and seismic actions 被引量:5
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作者 Xu Ping Mao Xianbiao +2 位作者 Zhang Minxia Zhou Yuejin Yu Bangyong 《International Journal of Mining Science and Technology》 SCIE EI 2014年第5期713-718,共6页
Additional displacement of the building foundations over old goaf are prone to happen under the addi- tional loads induced by new buildings, weakening-rock mass by mining and seismic actions, which will cause serious ... Additional displacement of the building foundations over old goaf are prone to happen under the addi- tional loads induced by new buildings, weakening-rock mass by mining and seismic actions, which will cause serious damage to the buildings. In order to analyze the safety of the building foundations safety over the old goaf. the structure characteristics of the strata over the old goaf was investigated and the instability conditions of overhanging rocks upon old goaf were also analyzed in this paper. The results indicate that the stability of overhanging rocks is remarkably decreased by the interactions of mining fractures, earthquake force and building load, in addition, the settlement of the foundations over old goal is increased by the instability of overhanging rocks. According to the location of a new power plant in Yima Mine and its ambient conditions, we defined the influence scope of old goal via resistivity tomography. Based on the seismic parameters of the construction site, a numerical FLAC3d model of the building foundation under the seismic actions and building load was developed. The numerical results are obtained as follows: the foundation of the main power house meets the requirement of 6° seismic fortification intensity: however, under 7° seismic fortification intensity, the maximum differential settlement of foundation between the neighboring pillars is close to the maximum allowable value, while the seismic fortification intensity reaches 8°, but the safety requirements will not be satisfied. 展开更多
关键词 Seismic actions Additional stress Old goaf Foundation Settlement
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