ANALYTICAL SOLUTION FOR COMPRESSION ANCHOR UNDER PULL LOAD
An analytical solution of compression anchor subjected to a pull load is developed by assuming displacement consistent between anchor and soil, based on Mindlin solution of force at a point in the interior of a semi- infinite solid. The effect of soil elastic modulus and anchor diameter on shear distribution between anchor and soil is investigated by using this analytical solution. The result shows that soil elastic modulus affect the shear magnitude and distribution length while anchor diameter just affect the shear magnitude not distribution length. The study also shows that compression dispersed anchor can own greater capacity than compression centralized anchor with similar bonded lengths.
Geotechnical Engineering Compression Anchor SBMA Anchor Shear Ana-Lytical Solution
GUOZHOU CHEN JINQING JIA
Structural Engineering Institute, Department of Civil Engineering, Dalian University of Technology, Dalian, 116024, China
国际会议
第三届中日岩土工程研讨会(Proceedings of the 3rd Sino-Japan Geotechnical Symposium)
重庆
英文
95-107
2007-11-05（万方平台首次上网日期，不代表论文的发表时间）