CRUSHING OF CALCAREOUS SANDS DURING DRAINED SHEAR.

被引：0
|
作者：
Datta, M.
Gulhati, S.K.
Rao, G.V.
机构：
来源：
Society of Petroleum Engineers of AIME Journal | 1980年 / 20卷 / 02期
关键词：
FOUNDATIONS - Piles - SOIL MECHANICS - Shear Strength;
D O I：
10.2118/8654-pa
中图分类号：
学科分类号：
摘要：
To arrive at a rational design practice for production-platform piles in calcareous sands, one must begin by (1) identifying a method for quantitatively expressing the sands' propensity to crush, (2) determining the extent of crushing of different types of calcareous sands in comparison to terrigenous sands, and (3) isolating the influence of crushing on shear behavior, which partly controls the end bearing and skin friction offered by such sands. This paper describes the results of an experimental investigation designed to achieve these three objectives and, in part, offers an explanation for the low skin friction and end bearing values in field tests.
引用
收藏
页码：77 / 85
相关论文
共 50 条
  • [1] CRUSHING OF CALCAREOUS SANDS DURING DRAINED SHEAR
    DATTA, M
    GULHATI, SK
    RAO, GV
    SOCIETY OF PETROLEUM ENGINEERS JOURNAL, 1980, 20 (02): : 77 - 85
  • [2] Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands
    Wei, Houzhen
    Li, Xiaoxiao
    Zhang, Shuodong
    Zhao, Tao
    Yin, Mei
    Meng, Qingshan
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2021, 21 (07)
  • [3] Research on particle crushing of calcareous sands under triaxial shear
    Zhang, Jia-Ming
    Zhang, Ling
    Jiang, Guo-Sheng
    Wang, Ren
    Yantu Lixue/Rock and Soil Mechanics, 2008, 29 (10): : 2789 - 2793
  • [4] Research on particle crushing of calcareous sands under triaxial shear
    Zhang Jia-ming
    Zhang Lin
    Jiang Guo-sheng
    Wang Ren
    ROCK AND SOIL MECHANICS, 2008, 29 (10) : 2789 - 2793
  • [5] Drained cavity expansion in sands exhibiting particle crushing
    Russell, AR
    Khalili, N
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2002, 26 (04) : 323 - 340
  • [6] Discrete element simulation of crushing behavior of calcareous sands during pile jacking
    Zhang Jia-ming
    Shao Xiao-quan
    Wang Xiao-long
    Hu Fang-rui
    Zuo Hong-peng
    ROCK AND SOIL MECHANICS, 2015, 36 (01) : 272 - 278
  • [7] Monotonic Behavior of Calcareous Sands with Increasing Particle Crushing
    Cai, Wenjing
    Rutherford, Cassandra
    Zheng, Junxing
    MODELING, GEOMATERIALS, AND SITE CHARACTERIZATION (GEO-CONGRESS 2020), 2020, (317): : 210 - 216
  • [8] Excess pore pressure and grain crushing of sands by means of undrained and naturally drained ring-shear tests
    Okada, Y
    Sassa, K
    Fukuoka, H
    ENGINEERING GEOLOGY, 2004, 75 (3-4) : 325 - 343
  • [9] Particle Breakage and the Drained Shear Behavior of Sands
    Yu, Fangwei
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2017, 17 (08)
  • [10] Evolution of Particle Breakage for Calcareous Sands during Ring Shear Tests
    Wei, Houzhen
    Zhao, Tao
    He, Jianqiao
    Meng, Qingshan
    Wang, Xinzhi
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 18 (02)
12345