Sand-Concrete Strength Increasing under Permanent Load.

被引:0
|
作者
Krol, Mieczyslkaw [1 ]
机构
[1] Politechnika Lubelska, Pol, Politechnika Lubelska, Pol
来源
Inzynieria i Budownictwo | 1984年 / 40卷 / 10期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
CONCRETE
引用
收藏
页码:368 / 370
相关论文
共 50 条
  • [31] Effect of a filter cake on shear behavior of sand-concrete pile interface
    Chen, Chen
    Leng, Wu-ming
    Yang, Qi
    Dong, Jun-li
    Xu, Fang
    Ruan, Bo
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2022, 29 (06) : 2019 - 2032
  • [32] Effect of thermal cycles on volumetric and shear behavior of sand-concrete interface
    Yin, Kexin
    Vasilescu, Roxana
    GEOMECHANICS FOR ENERGY AND THE ENVIRONMENT, 2023, 36
  • [33] Creep Characteristics of Frozen Sand-Concrete Interface Based on Ice Content
    He F.
    Wang X.
    Jiang D.
    Zhou Y.
    Li J.
    Chen H.
    Chen M.
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2024, 59 (02): : 361 - 368
  • [34] Test Results of Concrete Subjected to Partial Load.
    Wurm, Peter
    Daschner, Ferdinand
    Deutscher Ausschuss fuer Stahlbeton, 1977, (286):
  • [35] Sand-concrete interface response: The role of surface texture and confinement conditions
    Nardelli, Andrei
    Cacciari, Pedro Pazzoto
    Futai, Marcos Massao
    SOILS AND FOUNDATIONS, 2019, 59 (06) : 1675 - 1694
  • [36] Flexural Strength of Pipes Subjected to Ring Load.
    Hajek, Jan
    1600, (33):
  • [37] Point load. Uniaxial compressive strength correlation
    Tsidzi, K.E.N.
    Proceedings - Congress of the International Society for Rock Mechanics, 1991,
  • [38] INVESTIGATION OF FOOTINGS UNDER ECCENTRIC LOAD.
    Purkayastha, R.Das
    Indian Geotechnical Journal, 1979, 9 (03): : 220 - 234
  • [39] ROCKS BEHAVIOUR UNDER PERIODIC LOAD.
    Radu, C.
    Rugina, I.
    Winter, G.
    Winter, V.
    1983, (28):
  • [40] Reinforced concrete short cantilever under centric or eccentric load. A re-examination
    Kamal, A.
    Modelling, Measurement & Control B: Solid & Fluid Mechanics & Thermics, Mechanical Systems, 1994, 54 (1-2): : 23 - 40