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颐和园万寿山岩石物理力学试验与岩矿分析
引用本文:杨建民, 秦军, 巴振宁, 张龙, 刘瑗. 2016: 颐和园万寿山岩石物理力学试验与岩矿分析. 工程地质学报, 24(2): 292-298. DOI: 10.13544/j.cnki.jeg.2016.02.016
作者姓名:杨建民  秦军  巴振宁  张龙  刘瑗
作者单位:1.天津大学建筑工程学院土木工程系 天津 300072;;2.滨海土木工程结构与安全教育部重点实验室天津大学 天津 300072;;3.天津大学建筑学院建筑系 天津 300072;;4.文物建筑测绘研究国家文物局重点科研基地天津大学 天津 300072;;5.颐和园管理处 北京 100091
基金项目:天津大学北洋学者-青年骨干教师计划资助项目,国家自然科学基金青年项目颐和园营建过程研究(51108306)资助
摘    要:颐和园是世界文化遗产,其万寿山山体既是文物本体,也是建筑、题刻等文物和草木的载体,保护万寿山及其承载的文物,首先需要对万寿山山体的特征和岩体特性进行调查和研究。本文在查阅万寿山地质成因的基础上,测量了岩层的产状和多处裸露岩石的回弹值。对现场散落岩块进行了密度、抗拉强度、抗压强度、抗剪强度等物理力学指标测试。选取典型岩块,开展薄片、光片和电镜扫描等测试分析其矿物成分,获得了万寿山岩石矿物组成与含量比例。以上试验和测试成果是后期万寿山山体工程地质研究和石质文物保护的理论依据,具有重要的理论意义和广泛的应用价值。

关 键 词:万寿山  产状  岩块  强度指标  岩矿分析
收稿时间:2015-01-04
修稿时间:2015-04-23

PHYSICAL-MECHANICAL TEST AND MINERAL ANALYSIS OF ROCK FORMING LONGEVITY HILL OF SUMMER PALACE,BEIJING
YANG Jianmin, QIN Jun, BA Zhenning, ZHANG Long, LIU Yuan. 2016: PHYSICAL-MECHANICAL TEST AND MINERAL ANALYSIS OF ROCK FORMING LONGEVITY HILL OF SUMMER PALACE, BEIJING. JOURNAL OF ENGINEERING GEOLOGY, 24(2): 292-298. DOI: 10.13544/j.cnki.jeg.2016.02.016
Authors:YANG Jianmin  QIN Jun  BA Zhenning  ZHANG Long  LIU Yuan
Affiliation:1.Department of Civil Engineering, Tianjin University, Tianjin 300072;;2.Key Laboratory of Coast Civil Structure SafetyTianjin University, Ministry of Education, Tianjin 300072;;3.Department of Architecture, Tianjin University, Tianjin 300072;;4.Key Scientific Research Base of Building Surveying and Mapping of Cultural Relics, State Administration for Cultural HeritageTianjin University, Tianjin 300072;;5.Beijing Summer Palace Administration, Beijing 100091
Abstract:The Summer Palace in Beijing is one of the world's cultural heritage protection units. Its Longevity Hill is located within the north portion of the Summer Palace. The Hill stands a series of cultural relics. For protection of Longevity Hill and its cultural relics, this paper investigates the characteristics of the hill and rock properties. It is based on the existed documentations of Longevity Hill's geological origin. It measures the rock occurrence and rebound strength at different exposed locations. The physical and mechanical properties include density, tensile strength, compressive strength, shear strength. They are tested in laboratory. The mineral composition and content ratio of the rock at Longevity Hill are obtained using thin-sections, rays test, and SEM tests. The results of experiments and tests can have significance and application because they are the basis for geological research and stone relic protection of Longevity Hill.
Keywords:Longevity Hill  Attitude  Rock  Strength index  Rock-mineral analysis
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