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Transverse Joint Aperture Simulation of High Arch Dam Based on Measured Temperature in Construction Period
  • ISSN号:1000-4750
  • 期刊名称:《工程力学》
  • 时间:0
  • 分类:TV642[水利工程—水利水电工程]
  • 作者机构:[1]State Key Laboratory of Water Resources and HydropowerEngineering Science, Wuhan University, Wuhan 430072, Hubei, China, [2]School of Civil and Architectural Engineering, WuhanUniversity, Wuhan 430072, Hubei, China, [3]Changjiang Survey Planning Design & Research Co. Ltd,Wuhan 430010, Hubei, China
  • 相关基金:Supported by the National Natural Science Foundation of China (50909078) and the National Basic Research Program of China (973 Program) (2013CB035901)
中文摘要:

Transverse joint aperture is of certain reference value to ensure joint grouting quality and overall safety of high arch dam. A 3D isoparametric joint element model with spherical surface key grooves and finite thickness is used to simulate a transverse joint. A set of program is developed to simulate the transverse joint aperture of Dagangshan high arch dam. Combined with the measured temperatures, the whole developing process of Dagangshan arch dam’s transverse joint aperture is simulated. The real work behavior of transverse joint, thermal and mechanical properties of concrete, pouring process, joint grouting temperature and cantilever height of high arch dam are considered during the simulation. The simulation results show that the lower of the joint grouting temperature, the larger value of transverse joint aperture; the higher of cantilever height during the construction period, the smaller value of transverse joint aperture.

英文摘要:

Transverse joint aperture is of certain reference value to ensure joint grouting quality and overall safety of high arch dam. A 3D isoparametric joint element model with spherical surface key grooves and finite thickness is used to simulate a transverse joint. A set of program is developed to simulate the transverse joint ap- erture of Dagangshan high arch dam. Combined with the measured temperatures, the whole developing process of Dagangshan arch dam's transverse joint aperture is simulated. The real work behav- ior of transverse joint, thermal and mechanical properties of con- crete, pouring process, joint grouting temperature and cantilever height of high arch dam are considered during the simulation. The simulation results show that the lower of the joint grouting tem- perature, the larger value of transverse joint aperture; the higher of cantilever height during the construction period, the smaller value of transverse joint aperture.

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期刊信息
  • 《工程力学》
  • 中国科技核心期刊
  • 主管单位:中国科学技术协会
  • 主办单位:中国力学学会
  • 主编:袁驷
  • 地址:北京清华大学新水利馆114号
  • 邮编:100084
  • 邮箱:gclxbjb@tsinghuae.du.cn
  • 电话:010-62788648
  • 国际标准刊号:ISSN:1000-4750
  • 国内统一刊号:ISSN:11-2595/O3
  • 邮发代号:82-862
  • 获奖情况:
  • 1999年获在物理、力学类刊物中影响因子位居第二(0...
  • 国内外数据库收录:
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  • 被引量:32789