CPT in a tropical collapsible soil

被引：0
|
作者：
Soares, C. S. M. [1 ]
Danziger, F. A. B. [1 ]
Jannuzzi, G. M. F. [1 ]
Martins, I. S. M. [1 ]
Andrade, M. E. S. [2 ]
机构：
[1] Univ Fed Rio de Janeiro, Rio De Janeiro, Brazil
[2] Technol Fed Univ Parana, Apucarana, Brazil
来源：
CONE PENETRATION TESTING 2018 | 2018年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
A test site was established in Primavera do Leste, a city 200 km east of Cuiaba, Central-West region of Brazil, one of the main Brazilian areas of soya and corn production. The research aimed at improvement of the knowledge of soil characteristics in that region, where serious problems related to foundations of silos are frequent. The present paper presents cone penetration tests performed in dry and rainy seasons. One block sample and tube samples have been collected, and characterization, determination of clay minerals and oedometer tests in specimens in natural water content and on soaked specimens have been performed. Soil collapsibility of the upper layer was verified. CPT results indicated three soil behaviour types, however for one of those layers the soil behaviour type was not properly indicated by the CPT. The CPTs performed in dry and rainy seasons allowed the conclusion that the variation of the water content is limited to 2.0-2.5 m depth.
引用
收藏
页码：585 / 590
页数：6
相关论文
共 50 条
  • [31] Volume change behavior of collapsible compacted gneiss soil
    Pereira, JHF
    Fredlund, DG
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (10) : 907 - 916
  • [32] Experimental research on compression and collapsible characteristics of saline soil
    Zhang, L. J.
    Wang, X. G.
    Xia, T. D.
    Cheng, K.
    2020 2ND GLOBAL CONFERENCE ON ECOLOGICAL ENVIRONMENT AND CIVIL ENGINEERING, 2020, 568
  • [33] Study of the microstructure of a collapsible soil flooded with NaCl saline
    Bahloul, Ouassila
    Abbeche, Khelifa
    Bahloul, Azeddine
    3RD EUROPEAN CONFERENCE ON UNSATURATED SOILS - E-UNSAT 2016, 2016, 9
  • [34] Investigating the Collapsible Behavior of Sedimentary Soil in Shallow Foundations
    Ana Patrícia Nunes Bandeira
    João Barbosa de Souza Neto
    Roberto Quental Coutinho
    Jailly Moreira Xavier
    Antônio Maciel Moura Chaves
    Victor Luiz da Silva Alves
    Geotechnical and Geological Engineering, 2024, 42 : 2725 - 2743
  • [35] Behavior of Collapsible Loessic Soil After Interparticle Cementation
    Arrua, P.
    Aiassa, G.
    Eberhardt, M.
    Biga, Alercia C.
    INTERNATIONAL JOURNAL OF GEOMATE, 2011, 1 (02): : 130 - 135
  • [36] Geotechnical case studies: emphasis on collapsible soil cases
    Vandanapu, Ramesh
    Omer, Joshua R.
    Attom, Mousa F.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-FORENSIC ENGINEERING, 2016, 169 (03) : 103 - 110
  • [37] Identification of collapsible soil using the fall cone apparatus
    Ayadat, Tahar
    Hanna, Adel
    GEOTECHNICAL TESTING JOURNAL, 2007, 30 (04): : 312 - 323
  • [38] PROPERTIES OF PEAT AS A WATER-BEARING AND COLLAPSIBLE SOIL
    ELSHABRAWY, M
    BAHLOUL, MM
    REHEEM, AHA
    TUNNELS AND WATER, VOLS 1-3: WATER AND ITS INFLUENCE ON THE DESIGN, CONSTRUCTION, AND EXPLOITATION OF TUNNELS AND UNDERGROUND WORKS, 1989, : 95 - 99
  • [39] Compaction and deformation characteristics of collapsible soil in the hydroblasting method
    Ruziev, A.R.
    Soil Mechanics and Foundation Engineering, 1992, 28 (05) : 213 - 217
  • [40] Assessment of the Impact of Inundation on the Strength of a Lateritic and Collapsible Soil
    Falcao, Patricia Rodrigues
    Baroni, Magnos
    Masutti, Gustavo Corbellini
    Pinheiro, Rinaldo Jose Barbosa
    Fagundes, Diego de Freitas
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2023, 41 (08) : 4761 - 4773
12345