Liu Wei, Dong Bixin, Li Weiwen, Xing Feng. THE STUDY ON THERMAL STRESS AND TEMPERATURE CRACK OF UNDERGROUND MASS CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 79-81,130. doi: 10.13204/j.gyjz200807019
Citation:
Liu Wei, Dong Bixin, Li Weiwen, Xing Feng. THE STUDY ON THERMAL STRESS AND TEMPERATURE CRACK OF UNDERGROUND MASS CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 79-81,130. doi: 10.13204/j.gyjz200807019
Liu Wei, Dong Bixin, Li Weiwen, Xing Feng. THE STUDY ON THERMAL STRESS AND TEMPERATURE CRACK OF UNDERGROUND MASS CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 79-81,130. doi: 10.13204/j.gyjz200807019
Citation:
Liu Wei, Dong Bixin, Li Weiwen, Xing Feng. THE STUDY ON THERMAL STRESS AND TEMPERATURE CRACK OF UNDERGROUND MASS CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 79-81,130. doi: 10.13204/j.gyjz200807019
The mass concrete cracking that attributed to temperature change is a very intractability problem in construction,many studies were made,and some progress in temperature control and crack restriction was made.It was investigated the construction process of the Shenzhen side-connection item of Shenzhen-Hong Kong West Channel Project,and analyzed the cause for the temperature crack,put forward some relevant control measures,it came out a very good result in the project.