Possibilities of using the portable falling weight deflectometer to measure the bearing capacity and compaction of forest soils

被引:0
|
作者
Klvač R. [1 ]
Vrána P. [1 ]
Jiroušek R. [1 ]
机构
[1] Department of Forest and Forest Products Technology, Faculty of Forestry and Wood Technology, Mendel University in Brno, Brno
关键词
Deflection; E-module; PFWD; Soil bearing capacity; Soil compaction; Soil reaction;
D O I
10.17221/71/2009-jfs
中图分类号
学科分类号
摘要
The paper discusses possibilities of using the portable falling weight deflectometer to measure the bearing capacity and compaction of forest soils. Within the study, measurements were made using manual penetrometer and Loadman II portable falling weight deflectometer. To eliminate the extreme values, Grubbs's test was used. The results indicate that Loadman II deflectometer may be used to measure both the bearing capacity and compaction of forest soils under the canopy as well as in transport lines. A significant difference was found between deflection of waterunaffected sites and water-affected sites (12.08 and 2.31 mm, respectively). Measurements of bearing capacity after removal of forest litter give far more precise details; however, the authors do not refuse the measurements without litter removal, either. To determine the degrees of soil compaction, it is useful to measure the soil reaction time; to measure the bearing capacity it is vital to measure deflection.
引用
收藏
页码:130 / 136
页数:6
相关论文
共 50 条
  • [1] Estimation of Resilient Modulus of Subgrade Soils Using Falling Weight Deflectometer
    Nazzal, Munir D.
    Mohammad, Louay N.
    TRANSPORTATION RESEARCH RECORD, 2010, (2186) : 1 - 10
  • [2] Rapid evaluation method of subgrade performance using Portable Falling Weight Deflectometer
    Bu, Bo
    Shang, Huayu
    Liu, Shaoping
    Liu, Ke
    ARCHIVES OF CIVIL ENGINEERING, 2023, 69 (04) : 619 - 633
  • [3] Evaluation of in situ modulus of compacted subgrades using portable falling weight deflectometer and plate-bearing load test
    Kim, Jong Ryeol
    Kang, Hee Bog
    Kim, Daehyeon
    Park, Dal Su
    Kim, Woo Jin
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2007, 19 (06) : 492 - 499
  • [4] Stress Distribution under Portable Falling Weight Deflectometer Tests
    Leung, Gordon L. M.
    Leng, Zhen
    Wong, Alan W. G.
    IN SITU AND LABORATORY TEST METHODS FOR SITE CHARACTERIZATION, DESIGN, AND QUALITY CONTROL, 2016, (265): : 27 - 34
  • [5] Bridge rating using the falling weight deflectometer
    Melhem, HG
    Hu, KK
    Niazi, K
    PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON NONDESTRUCTIVE TESTING OF CONCRETE IN THE INFRASTRUCTURE, 1996, : 212 - 214
  • [6] Prediction of Primary Deformation Modulus Based on Bearing Capacity: A Case on Forest Road with a Light Falling Weight Deflectometer Zorn ZFG 3000 GPS
    Grajewski, Sylwester M.
    FORESTS, 2022, 13 (11):
  • [7] Using portable falling weight deflectometer to determine treatment depth of subgrades in highway reconstruction of Southern China
    Junhui Zhang
    Le Ding
    Ling Zeng
    Qianfeng Gao
    Fan Gu
    Transportation Safety and Environment, 2020, 2 (01) : 18 - 28
  • [8] Using portable falling weight deflectometer to determine treatment depth of subgrades in highway reconstruction of Southern China
    Zhang, Junhui
    Ding, Le
    Zeng, Ling
    Gao, Qianfeng
    Gu, Fan
    TRANSPORTATION SAFETY AND ENVIRONMENT, 2020, 2 (01) : 18 - 28
  • [9] Estimation of Subgrade Modulus Using Falling Weight Deflectometer
    Islam, Kazi Moinul
    Gassman, Sarah L.
    TRAN-SET 2021: PROCEEDINGS OF THE TRAN-SET CONFERENCE 2021, 2021, : 247 - 258
  • [10] The Study on Portable Falling Weight Deflectometer based on the Elastic Half-Space Theory
    Feng, Decheng
    Zuo, Wenxin
    Zhao, Yin
    Cao, Peng
    ADVANCED TRANSPORTATION, PTS 1 AND 2, 2011, 97-98 : 156 - 161