Studies of multiaxial shear strengths for roller-compacted concrete

被引：0
作者：
Peng, J
Zhao, GF
Zhu, YH
机构：
来源：
ACI STRUCTURAL JOURNAL | 1997年 / 94卷 / 02期
关键词：
failure; roller-compacted concrete; shear strength; triaxial stresses;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper summarizes laboratory evaluations of roller-compacted concrete (RCC) subject to pure compression, pure tension, direct shear, tension-shear, compression-shear, compression-compression-shear, and tension-compression-shear tests. Results of conventional concrete specimens tested in a similar manner are also presented. Over 1000 specimens were used in these tests. Based on the experimental data obtained, the multiaxial shear strengths of RCC are given, which can be used as the design basis for RCC dams. To carry our these tests, the authors designed and installed a set of concrete triaxial apparatus that has proved to have many advantages.
引用
收藏
页码：114 / 123
页数：10
相关论文
共 10 条
  • [1] Bresler B, 1958, J Proc, DOI DOI 10.14359/11358
  • [2] Cannon R. W., 1974, ACI J, V71, P506
  • [3] CANNON RW, 1985, CONCRETE INT DESIGN, V7, P50
  • [4] CANNON RW, 1972, EC CONSTRUCTION CONC, P143
  • [5] HANSEN KD, 1986, WATER POWER DAM CONS
  • [6] LOWE J, 1988, WATER POWER DAM AUG, P44
  • [7] RAPHAEL JM, 1971, RAPID CONSTRUCTION C, P221
  • [8] WHERIGGANG W, 1991, ISORCCD BEIJ NOV 6 9, P126
  • [9] XUTONG H, 1991, INT S ROLL COMP CONC, P187
  • [10] 1988, ACI MATER J, V83, P401
1