The shear strength behavior of two peaty soils

被引：44
|
作者：
Cola S. [1 ]
Cortellazzo G. [1 ]
机构：
[1] Dipartimento di Ingegneria Idraulica, Marittime Ambientale Geotecnica, Università di Padova, 35129 Padova
来源：
Geotechnical & Geological Engineering | 2005年 / 23卷 / 6期
关键词：
Fiber; Organic soils; Over consolidation; Peat; Shear strength; Triaxial test;
D O I：
10.1007/s10706-004-9223-9
中图分类号：
学科分类号：
摘要：
This paper presents experimental research concerning the shear behavior of two types of Italian peat, one normally, the other over consolidated. Organic soils are characterized by very high compressibility and high fiber content; two features that give rise to several problems during laboratory tests. Under consideration here are the effects of fibers and over consolidation on friction angle and stress-strain behavior. These are evaluated by means of undrained compression triaxial tests, with isotropic and anisotropic (Ko) consolidation being performed on natural and remolded samples. The experimental results are also analyzed by means of a bilinear failure criterion based on soil-reinforcement interaction mechanisms. © Springer 2005.
引用
收藏
页码：679 / 695
页数：16
相关论文
共 50 条
  • [1] A Simple Method for Estimating the Shear Strength Ratio of Soft Peaty Soils
    Oikawa, Hiroshi
    Ogino, Toshihiro
    Itakiyo, Hiroshi
    Ookubo, Katsumi
    Igarashi, Masaru
    Tsushima, Masaki
    [J]. PROCEEDINGS OF THE EIGHTEENTH (2008) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2, 2008, : 603 - +
  • [2] Residual shear strength behavior of swelling soils
    Markou, I. N.
    [J]. CHALLENGES AND INNOVATIONS IN GEOTECHNICS: PROCEEDINGS OF THE 18TH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOL 1, 2013, : 251 - 254
  • [3] Shear strength characteristics of two saprolitic soils
    Gan, JKM
    Fredlund, DG
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1996, 33 (04) : 595 - 609
  • [4] Shear strength of peaty soil-cement mixes
    Eriktius, DT
    Leong, EC
    Rahardjo, H
    [J]. SOFT SOIL ENGINEERING, 2001, : 551 - 556
  • [5] Shear Strength Behavior of Soils Reinforced with Weak Fibers
    Li, Chunling
    Zornberg, Jorge G.
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2019, 145 (09)
  • [6] Shear strength behavior of unsaturated compacted sandy soils
    Alim, Md. A.
    Nishigaki, M.
    [J]. PREDICTION AND SIMULATION METHODS FOR GEOHAZARD MITIGATION, 2009, : 307 - 312
  • [7] Influence of matric suction on shear strength behavior of unsaturated soils
    Lin Hong-zhou
    Li Guang-xin
    Yu Yu-Zhen
    Lu He
    [J]. ROCK AND SOIL MECHANICS, 2007, 28 (09) : 1931 - 1936
  • [8] Shear strength and stress-strain behavior of contaminated soils
    Ratnaweera, P
    Meegoda, JN
    [J]. GEOTECHNICAL TESTING JOURNAL, 2006, 29 (02): : 133 - 140
  • [9] Evaluation of cyclic shear strength of two cemented calcareous soils
    Sharma, SS
    Fahey, M
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2003, 129 (07) : 608 - 618
  • [10] Large deformation shear strength of two types of structured soils
    Leroueil, S
    Guerriero, G
    Picarelli, L
    Saihi, F
    [J]. DEFORMATION AND PROGRESSIVE FAILURE IN GEOMECHANICS - IS-NAGOYA'97, 1997, : 217 - 222
12345