Laboratory Investigation of Hollow and Solid Shaft Helical Soil Nail by Displacement Controlled Pullout Testing

被引:0
|
作者
Pankaj Sharma
Saurabh Rawat
Ashok Kumar Gupta
机构
[1] Jaypee University of Information Technology,Department of Civil Engineering
关键词
Helical soil nail; Capacity-to-torque ratio; Hollow and solid shaft; Pullout capacity; Interaction factor;
D O I
暂无
中图分类号
学科分类号
摘要
A sequence of laboratory pullout tests was conducted to examine the installation and pullout behavior of hollow and solid shaft helical soil nails. The methodology involves installation and corresponding pullout testing of 12 mm, 14 mm, 16 mm and 18 mm hollow and solid shaft helical soil nails with varying number of helical plates between single to triple and shaft surface roughness from smooth to rough using a displacement-controlled apparatus. A total of 18 different helical soil nail combinations were investigated under surcharge pressures 5 kPa, 12.5 kPa, 25 kPa, and 50 kPa to examine the influence of shaft dimeter, shaft roughness, number of helices, pitch, interaction friction angle, embedment depth ratio on both installation and pullout capacity. Using the pullout capacities and corresponding installation torque, capacity-to-torque ratio (Kt) relationship was also established which yielded ranges of 19 m−1 to 61 m−1 and 23 m−1 to 58 m−1 for hollow and solid shafts, respectively. Moreover, interaction friction angles depicted that with similar number of helices, an increase of 25% in diameter of hollow shaft helical soil nail renders equivalent reinforcing action to a corresponding solid shaft. Also, for both hollow and solid shafts, double helical soil nails were observed to show the maximum efficiency, while the effect of number of helices was found to diminish beyond the embedment ratio of 11. Within the pitch range of 30–35.5 mm, pullout response for both hollow and solid shafts were found to be linearly dependent on its installation.
引用
收藏
页码:5291 / 5307
页数:16
相关论文
共 30 条
  • [11] Force-Displacement Characteristics of Helical Soil Nail under Monotonic Pullout Loading: Experimental and Theoretical Study
    Sharma, Pankaj
    Rawat, Saurabh
    Gupta, Ashok Kumar
    INDIAN GEOTECHNICAL JOURNAL, 2021, 51 (04) : 757 - 772
  • [12] Laboratory pullout resistance of a new screw soil nail in residual soil
    Tokhi, H.
    Ren, G.
    Li, J.
    CANADIAN GEOTECHNICAL JOURNAL, 2018, 55 (05) : 609 - 619
  • [13] Experimental investigation of helical soil nail group behavior under torque installation and monotonic pullout loading
    Sharma P.
    Rawat S.
    Gupta A.K.
    Arabian Journal of Geosciences, 2021, 14 (14)
  • [14] Displacement controlled pullout test of geotextile in granular soil
    Ghosh, C
    Bhasin, A
    EARTH REINFORCEMENT, VOL 1, 1996, : 35 - 38
  • [15] Investigation on the Effects of Different Nail Diameters, Soil Elastic Moduli and Pullout Rates on the Pullout Shear Resistance of Soil-Nail Interface
    Saeedi-Azizkandi, A.
    Baziar, M. H.
    Dashtara, H.
    Kolahdouzan, A. H.
    IFCEE 2018: DEVELOPMENTS IN EARTH RETENTION, SUPPORT SYSTEMS, AND TUNNELING, 2018, (297): : 54 - 64
  • [16] Novel Laboratory Pullout Device for Conventional and Helical Soil Nails
    Sharma, Mahesh
    Samanta, Manojit
    Sarkar, Shantanu
    GEOTECHNICAL TESTING JOURNAL, 2019, 42 (05): : 1314 - 1335
  • [17] Net load-displacement estimation in soil-nail pullout tests
    Seo, Hyung-Joon
    Pelecanos, Loizos
    Kwon, Young-Sam
    Lee, In-Mo
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2017, 170 (06) : 534 - 547
  • [18] Horizontal Pullout Behavior of Novel Open-Ended Pipe Helical Soil Nail in Frictional Soil
    Sharma, Pankaj
    Rawat, Saurabh
    Gupta, Ashok Kumar
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2020, 18 (10B) : 1179 - 1194
  • [19] Horizontal Pullout Behavior of Novel Open-Ended Pipe Helical Soil Nail in Frictional Soil
    Pankaj Sharma
    Saurabh Rawat
    Ashok Kumar Gupta
    International Journal of Civil Engineering, 2020, 18 : 1179 - 1194
  • [20] Finite element modelling of pullout testing on a soil nail in a pullout box under different overburden and grouting pressures
    Zhou, Wan-Huan
    Yin, Jian-Hua
    Hong, Cheng-Yu
    CANADIAN GEOTECHNICAL JOURNAL, 2011, 48 (04) : 557 - 567