Finite-Element Lower Bound Lateral Pullout Capacity of Vertical Strip Anchors

Author:

Khan Vishwajeet1,Basudhar Prabir Kumar2

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Engineering and Management, Jaipur 03807, Rajasthan, India (corresponding author).

2. Professor (Retired), Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208016, Uttar Pradesh, India.

Publisher

American Society of Civil Engineers (ASCE)

Reference70 articles.

1. Horizontally Loaded Vertical Plate Anchors in Sand

2. Basudhar, P. K. 2008. “Application of optimization and other evolutionary techniques in geotechnical engineering.” In Proc., 12th Int. Conf. on Computer Methods and Advances in Geomechanics, 133–145. Goa, India: International Assn for Computer Methods & Advances in Geomechanics (IACMAG).

3. Sequential unconstrained minimization in the optimal lower bound bearing capacity analysis;Basudhar P. K.;Indian Geotech. J.,1981

4. Optimal lower bound of passive earth pressure using finite elements and non-linear programming

5. A generalized procedure for predicting optimal lower bound break-out factors of strip anchors

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